HomeMy WebLinkAbout2921 Orlando DrLANDLORD IMPROVEMENTS
SANFORD PLAZA CONDOMINIUMS
:_-2 921 S. ORLANDO DRIVE129113()
SANFORD, FLORID
1
ISA DOJ 2010 ADA -SAD (2) For the purposes of this section, alterations to windows,
!010 Standards: Title III - 23 Subpart D of 28 CFR Part 36 hardware, controls, electrical outlets and signage shall not be
)epartment of Justice deemed to be alterations that affect the usability of or access to
i 36.403 Alterations: Path of travel. an area containing a primary function.
a
(d) Landlord/tenant: If a tenant Is making alterations as defined In §
36.402 that would trigger the requirements of this section, those
alterations by the tenant in areas that only the tenant occupies do
not trigger a path of travel obligation upon the landlord with respect
to areas of the facility under the landlord's authority, if those areas
are not otherwise being altered
(e) Path of travel.
(1) A "path of travel" includes a continuous, unobstructed way of
pedestrian passage by means of which the altered area may be
approached, entered, and exited, and which connects the altered
(2) If a private entity has constructed or altered required elements
area with an exterior approach (including sidewalks, streets, and
of a path of travel at a place of public accommodation or
parking areas), an entrance to the facility, and other parts of the
commercial facility in accordance with the specifications in the
facility.
1991 Standards, the private entity is not required to retrofit such
(2) An accessible path of travel may consist of walks and sidewalks,
elements to reflect the incremental changes in the 2010
curb ramps and other interior or exterior pedestrian ramps clear
Standards solely because of an alteration to a primary function
floor paths through lobbies, corridors, rooms and other improved
area served by that path of travel.
areas parking access aisles elevators and lifts, or a combination
b) Primary function. A "primary function" is a major activity for which
of these elements.
the facility is intended. Areas that contain a primary function
(3) For the purposes of this part, the term "path of travel" also
include, but are not limited to, the customer services lobby of a
includes the restrooms, telephones, and drinking fountains
bank, the dining area of a cafeteria, the meeting rooms in a
serving the altered area
conference center, as well as offices and other work areas in which
(f) Disproportionality.
the activities of the public accommodation or other private entity
(1) Alterations made to provide an accessible path of travel to the
using the facility are carried out. Mechanical rooms, boiler rooms,
altered area will be deemed disproportionate to the overall
supply storage rooms, employee lounges or locker rooms, janitorial
alteration when the cost exceeds 20% of the cost of the alteration
closets, entrances, corridors, and restrooms are not areas
to the primary function area.
containing a primary function.
(2) Costs that may be counted as expenditures required to provide
c) Alterations to an area containing a primary function.
an accessible path of travel may include:
(1) Alterations that affect the usability of or access to an area
(i) Costs associated with providing an accessible entrance and
containing a primary
an accessible route
function include, but are not limited to--
to the altered area, for example, the cost of widening doorways
(i) Remodeling merchandise display areas or employee work
or installing ramps,
areas in a department
(ii) Costs associated with making restrooms accessible, such as
store;
installing grab bars,
(ii) Replacing an inaccessible floor surface in the customer
enlarging toilet stalls, insulating pipes, or installing accessible
service or employee work
faucet controls,
areas of a bank;
(iii) Costs associated with providing accessible telephones, such
(iii) Redesigning the assembly line area of a factory; or
as relocating the
(iv) Installing a computer center in an accounting firm.
telephone to an accessible height, installing amplification
devices, or Installing a text telephone (TTY).
(iv) Costs associated with relocating an inaccessible drinking
fountain.
(g) Duty to provide accessible features in the event of
disproportionality.
(1) When the cost of alterations necessary to make the path of
travel to the altered area fully accessible is disproportionate to
the cost of the overall alteration, the path of travel shall be made
accessible to the extent that it can be made accessible without
incurring disproportionate costs.
(2) In choosing which accessible elements to provide, priority
should be given to those elements that will provide the greatest
access, in the following order:
(i) An accessible entrance,
(ii) An accessible route to the altered area,
(iii) At least one accessible restroom for each sex or a single
unisex restroom;
(iv) Accessible telephones;
(v) Accessible drinking fountains; and
(vi) When possible, additional accessible elements such as
parking, storage,
and alarms.
(h) Series of smaller alterations.
(1) The obligation to provide an accessible path of travel may not
be evaded by
performing a series of small alterations to the area served by a
single path of travel if those alterations could have been
performed as a single undertaking.
(i) If an area containing a primary function has been altered
without providing an
accessible path of travel to that area, and subsequent
alterations of that area, or a different area on the same path of
travel, are undertaken within three years of the original
alteration, the total cost of alterations to the primary function
areas on that path of travel during the preceding three year
period shall be considered in determining whether the cost of
making that path of travel accessible is disproportionate
(ii) Only alterations undertaken after January 26, 1992, shall be
considered in determining if the cost of providing an accessible
path of travel is disproportionate to the overall cost of the
alterations.
WHERE A CONFLICT IN THE
SPECIFICATIONS OR
DRAWINGS ARISE THE
MORE STRINGENT, STRICT,
PRECISE, OR EXACTING
SPECIFICATIONS OR
DIMENSIONS SHALL
CONTROL
PARCEL
01-20-30-509-0000-1300
OWNER(S)
SILVER STAR SHOPPING
CENTER LLC
PROPERTY ADDRESS
2921 ORLANDO ESTE
200/20(o) DR SANFORD, FL
32-1i1
MAILING 6000
METROWEST BLVD STE 101
ORLANDO, FL 32835-1630
SUBDIVISION NAME
SANFORD PLAZA
CONDOMINIUM
TAX DISTRICT
64-SANFORD- 1-1-92
REDVDST
DOR USE CODE
1105 -RETAIL CONDO
ARCHITECT
EDESIGN MANAGEMNENT LLC
2512 W SR 426 STE 2064
OVIEDO FL 32-165
401 310 l551
CONTACT, ANTHONY E EWEN,
RA,NCARB
FINISH ANOTE5
PARTIAL LEGAL DE5CRIPTION
1_ ALL MATERIALS SHALL COMPLY WITH AT LEAST THE MINIMUM REQUIREMENTS STATED BELOW.
UNIT 130
ALL SPACES SHALL BE CONSIDERED ACCESSIBLE IN COMPLYING WITH THE STANDARDS BELOW_
SANFORD PLAZA CONDOMINIUM
2_ ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE SHALL BE
ORB 5395 PG 1901... AS RECORDED IN THE PUBLIC RECORDS
CLASSIFIED IN ACCORDANCE WITH A5TM E-84 AND SHALL COMPLY WITH CLASS B INTERIOR
OF SEMINOLE COUNTY, FLORIDA
FINISH WITH FLAME SPREAD OF 26-15, AND SMOKE DEVELOPED 0-450, EXCEPT AS NOTED
LIFE SAFETY PLAN
•
BELOW
ARCHITECTURAL SPECIFICATIONS
3, ALL FXF05FD WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A SPECIES OTHER THAN PINE
USA DOJ 2010 ADA -SAD
AND IN NO CASE SHALL THE FLAME SPREAD CLASSIFICATION EXCEED 200 AND THE SMOKE
2010 Standards: Title III - 23 Subpart D of 28 CFR Part 36 Department of Justice
DEVELOPED 0-450, AS A CLASS 'C' INTERIOR FINISH MATERIAL.
g 36.402 ALTERATIONS.
4. MATERIALS LESS THAN 1/28 INCH THICK WHICH ARE CEMENTED TO THE SUBSTRATE WHICH
(A) GENERAL.
HAVE A FLAME SPREAD CHARACTERISTIC NO GREATER THAN PAPER OF 1/20 THICKNESS DO NOT
(1) ANY ALTERATION TO A PLACE OF PUBLIC ACCOMMODATION OR A COMMERCIAL
HAVE TO BE CLA551FIED IN ACCORDANCE WITH ASTM E-84.
FACILITY, AFTER JANUARY 26, 1992, SHALL BE MADE SO AS TO ENSURE THAT, TO THE
5. MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE
MAXIMUM EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE
WHEN APPLIED TOA WALL OR CEILING SHALL MEET THE REQUIREMENTS OFA CLASS 'A' INTERIOR
READILY ACCESSIBLE TO AND USABLE BY INDIVIDUALS WITH DISABILITIES,
FINISH_
INCLUDING INDIVIDUALS WHO USE WHEELCHAIRS.
6. INTERIOR PIN15H MATERIALS SHALL BE CEMENTED OR OTHERWISE FASTENED IN PLACE SO THAT
(2) AN ALTERATION IS DEEMED UNDERTAKEN AFTER JANUARY 26, 1992, IF THE
PHYSICAL ALTERATION OF THE PRR UNDERTAKEN
BEGINS AFTER THAT DATE
THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURE-^) OF
(B) ALTERATION. FOR THE PURPOSES OF THIS PART, AN ALTERATION IS A CHANGE TO A
300 DEGREES F FOR 25 MINUTES.
PLACE OF PUBLIC ACCOMMODATION OR A COMMERCIAL FACILITY THAT AFFECTS OR
-1_ FLOORING MATERIAL SHALL A MINIMUM CLA55 II INTERIOR FLOOR FINISH RATING AS CLASSIFIED
COULD AFFECT THE USABILITY OF THE BUILDING OR FACILITY OR ANY PART THEREOF
WITH NFPA 253
(1) ALTERATIONS INCLUDE, BUT ARE NOT LIMITED TO, REMODELING, RENOVATION,
5. CARPETING, INCLUDING ANY PADDING, WHEN SPECIFIED, SHALL COMPLY WITH CLASS 11
REHABILITATION, RECONSTRUCTION, HISTORIC RESTORATION, CHANGES OR
INTERIOR FINISH REQUIREMENTS NOTED ABOVE
REARRANGEMENT IN STRUCTURAL PARTS OR ELEMENTS, AND CHANGES OR
9_ IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE
REARRANGEMENT IN THE PLAN CONFIGURATION OF WALLS AND FULL -HEIGHT
SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD. OR BACKING, OR NO CUSHION OR PAD, AND
PARTITIONS. NORMAL MAINTENANCE, REROOFING, PAINTING OR WALLPAPERING,
HAVE A LEVEL LOOP TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE
ASBESTOS REMOVAL, OR CHANGES TO MECHANICAL AND ELECTRICAL SYSTEMS
ARE NOT ALTERATIONS UNLESS THEY AFFECT THE USABILITY OF THE BUILDING OR
MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH. EXPOSED EDGES OF CARPET SHALL BE FASTENED
FACILITY.
TO FLOOR SURFACES AND HAVE A TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE.
(2) IF EXISTING ELEMENTS, SPACES, OR COMMON AREAS ARE ALTERED, THEN EACH
CARPET EDGE TRIM SHALL COMPLY WITH THE CHANGES IN LEVEL SECTION OF THE AMERICAN
SUCH ALTERED ELEMENT, SPACE, OR AREA SHALL COMPLY WITH THE APPLICABLE
WITH DISABILITIES ACT (ADA).
PROVISIONS OF APPENDIX A TO THIS PART.
10_ GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND ACCESSIBLE ROOMS AND
(C) TO THE MAXIMUM EXTENT FEASIBLE. THE PHRASE "TO THE MAXIMUM EXTENT
5PACE5, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE,
FEASIBLE," AS USED IN THIS SECTION, APPLIES TO THE OCCASIONAL CASE WHERE THE
FIRM, SHALL NAVE A SLIP RESISTANT FINISH AND SHALL COMPLY WITH GROUND AND FLOOR
NATURE OF AN EXISTING FACILITY MAKES IT VIRTUALLY IMPOSSIBLE TO COMPLY FULLY
SURFACES' SECTION AND CHANGES IN LEVEL' SECTION OF THE 2001 FLORIDA BUILDING CODE
WITH APPLICABLE ACCESSIBILITY STANDARDS THROUGH A PLANNED ALTERATION. IN
BOTTOM OF
THESE CIRCUMSTANCES, THE ALTERATION SHALL PROVIDE THE MAXIMUM PHYSICAL
FLOOR PLAN
•
UN RF F I �L C E [ I �, O T
ACCESSIBILITY LE. ANY ALTERD FTHAT
ACCESSIBLE SHALLSBE MADE ACCE SEBLEE FTPROVIDING ACC SOF THEISIBIL TY INCAN BE MADE
ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAY OF TRAVEL FROM THE EXIT INTO
CONFORMANCE WITH THIS SECTION TO INDIVIDUALS WITH CERTAIN DISABILITIES (E.G.,
THOSE WHO USE WHEELCHAIRS) WOULD NOT BE FEASIBLE, THE FACILITY SHALL BE
THE STREET SHALL BE CONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND
MADE ACCESSIBLE TO PERSONS WITH OTHER TYPES OF DISABILITIES (E.G., THOSE WHO
IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY
USE CRUTCHES, THOSE WHO HAVE IMPAIRED VISION OR HEARING, OR THOSE WHO HAVE
* THE TENANT'S FURNITURE DEALERAN5TALLER SHALL BE RESPONSIBLE FOR ON-SITE VERIFICATION OTHER IMPAIRMENTS)
OF GOVERNING CONDITIONS AND DIMENSIONS TO ENSURE PROPER CLEARANCE FOR TENANTS
HVAC DETAILS
FURNITURE/EQUIPMENT INSTALLATION
CENTERLINE
CODE ANALYSIS
APPLICABLE CODES:
FBG BUILDING 201-1 6TH ED
FBG EXISTING BUILDING 2011 6TH ED
FBG PLUMBING 201-1 6TH ED
FBC MECHANICAL 201-1 6TH ED
FBC FUEL GAS 201-1 6TH ED
NATIONAL ELECTRIC CODE 2011
FBG ENERGY CONSERVATION 2011 6TH ED
FBC ACCESSIBILITY 201-1 6TH ED
NFPA 101 LIFE SAFETY CODE - 2015
DOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
FLORIDA FIRE PREVENTION CODE 6TH ED
NFPA 1, FIRE CODE FLORIDA 2015
INSTALLATION OF PORTABLE FIRE EXTINGUISHERS NFPA 10,
2015 EDITION
THIS IS A LEVEL 2 ALTERATION PER SEC 404 FBG -EB 201-1 6TH
TENANT TOTAL GROSS AREA - 19l�o SF.
GROUP M-MECANTILE OCCUPANCY
ONE STORY
TYPE II -B NON SPRINKLED- NON-COMBUSTIBLE
5% tl -15CL LEG
ELEVATION NUMBER
SHEET NUMBER
0— DETAIL NUMBER
OR SECTION
END
0\(@�-- DETAIL NUMBER
SKEET NUMBER
0 DOOR NUMBER
A — REVISION NUMBER
SECTION NUMBER
SKEET NUMBER
TABLE
OF CONTENTS/ INDEX TO DRAWINGS
COUNT SHEET NUMBER SHEET NAME
X
OO
COVER
•
A002
ARCHITETCURAL SITE PLAN
•
A003
LIFE SAFETY PLAN
•
A004
ARCHITECTURAL SPECIFICATIONS
•
A100
FLOOR PLAN AND DEMOLITION PLAN
•
A101
ENLARGED FLOOR PLAN
•
A102
TOILET ROOM REQUIREMENTS
•
A103
REFLECTED CEILING PLAN
•
A300
WALL SECTIONS
•
A301
WALL SECTIONS
•
A302
WALL SECTIONS, CEILING DETAILS
•
A400
STD BLDG DETAILS
•
A500
GYPSUM PANEL PRODUCT INSTALL NOTES
•
A601
5TD HC DETAILS
•
A602
FBC-A CHAPTER 3 DETAILS
•
4603
FBG -A CHAPTER 4 DETAILS
•
A604
FBC-A CHAPTER 6 DETAILS
•
A604.1
FBC-A CHAPTER 6 DETAILS
•
A605
FBC-A CHAPTER l DETAIL5
•
A100
UL LISTINGS AND DETAILS
•
A-101
UL LISTINGS AND DETAILS
•
B/
BOTTOM OF
1,1100
PLUMBING PLAN, DETAILS, SPEC, SCHED
•
BUILDING
BOLTED TIE JOIST
OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL_ THE
KOO
HVAC PLAN, DETAILS, SPEC, SCHED
•
M200
HAVC SPEC,
•
M201
HVAC DETAILS
•
CENTERLINE
E100
POWER 4 SYS PLAN, LIGHTING PLAN
•
E200
PLELEC SPECS
•
CONTRACTOR MAY UNCOVER MUST BE REPORTED TO THE
CB
CONCRETE BEAM
ARCHITECT AT ONCE. CONTRACTOR SHALL BE RESPONSIBLE
CC
CONCRETE COLUMN
FOR CORRECTION OF ANY WORK AFTER START OF WORK
CMU
CONCRETE MASONRY UNIT
WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE
CONT
CONTINUOUS
ARCHITECT_ ARCHITECT SHALL APPROVE ALL METHODS OF
CONNX
CONNECTION
CORRECTING ANY FAULTY OR ERRONEOUS WORK
CONST
CONSTRUCTION
CS J
CONSTRUCTION JOINT
G5
ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR
G J
CONTRACTION JOINT / CONTROL JOINT
COLUMN CENTER LINES UNLESS OTHERWISE NOTED.
DET
IDETAIL
DEPT
DEPARTMENT
G6
DO NOT SCALE THE DRAWINGS_ ITEMS NOT DIMENSIONED
DFT
DRY FILM THICKNESS
AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT
DIA
DIAMETER
TO THE ATTENTION OF THE ARCHITECT_
DIM
DIMENSION
DIST
DISTANCE
DN
DOWN
G-1
ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL
DR
DRAIN
APPLICABLE CODES AND STANDARDS.
DWG
DRAWING
EA
EACH
X - INITIAL ISSUE 9-28-2018
BENE R/, L IDErvIC N
1. ALL DEMOLITIONWORK' SHALL BE PERFORMED IN
ACCORDANCE WITH :TATE AND LOCAL REGULATIONS.
SECURE REQUIRED DE'-10LITION PERMITS. ARRANGE WITH
OWNER AND/OR APPR')PRIATE UTILITIES FOR SERVICE
SHUTOFFS BEFORE BEr:,INNING DEMOLITION OPERATIONS.
2_ COORDINATE ALL DEMOLITION OPERATIONS WITH OWNER
FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK_
PROTECT EXISTING HARDWARE AND DEVICES TO REMAIN.
ASSURE CONTINUING FACILITY OPERATIONS.
3_ SCHEDULES OF ITEMS TO BE SALVAGED ARE TO BE
PROVIDED BY THE OWNER, LOCAL AUTHORITIES, OR
UTILITIES. ALL ITEMS TO BE TURNED OVER TO THE
OWNER, LOCAL AUTHORITIES, OR UTILITIES SHALL BE
PROTECTED DURING DEMOLITION AND REMOVAL AND
SHALL BE DELIVERED TO THE APPROPRIATE PARTY IN
AN UNDAMAGED CONDITION_
4. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR
SALVAGE AND REUSE, OR THOSE TO BECOME PROPERTY Or-
THE
FTHE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM
THE SITE, AND DISPOSE OF IN ACCORDANCE WITH LOCAL
REGULATIONS_
5_ ALL ITEMS SCHEDULED TO BE SALVAGED FOR REUSE SHALL
BE REMOVED WITH CARE, STORED AND PROTECTED FROM
DAMAGE UNTIL SALVAGED ITEMS ARE INCORPORATED IN
THE NEW WORK. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO REPLACE AND/OR RESTORE ANY ITEMS
SCHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED
DURING THE COURSE OF CONTRACT OPERATIONS. THE
OWNER SHALL BE THE SOLE JUDGE OF SUITABILITY OF
THESE SALVAGED ITEMS FOR REUSE IN THE WORK_
6_ REUSE OF SALVAGED MATERIALS, NOT SPECIFICALLY
SCHEDULED, WILL BE AT THE SOLE D15GRETION OF THE
OWNER IN NO CASE SHALL SALVAGED MATERIALS BE
INCORPORATED IN THL WORK THAT DO NOT MEET MINIMUM
REQUIREMENTS OF STATE AND LOCAL CODES AND
REGULATIONS-
-1, IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM
TO BE REMOVED IN DEMOLITION WORK. MECHANICAL,
ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR
AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL
BE PERFORMED WHETHER SO NOTED OR NOT_ WHERE
EXISTING WALL SUBSTRATES ARE TO BE REMOVED, ALL
RELATED MECHANICAL, ELECTRICAL, ALARM, PHONE,
P.O.S., SECURITY, CONTROLS, EXIT SIGNS, OUTLETS,
ETC. SHALL BE PROTECTED AND WHERE REQUIRED, BE
REMOVED AND RE -INSTALLED TO FIT FLUSH WITH NEW
WALL FINISH. WHERE EXISTING MECHANICAL, ELECTRICAL
OR PLUMBING ITEMS ARE RUN EXPOSED ON WALL SURFACE,
CONTRACTOR SHALL OPEN WALL CAVITY AS REQUIRED
TO CONCEAL THE ITEMS.
8. DEMOLITION PLANS SHALL BE COORDINATED WITH
DRAWINGS FOR NEW CONSTRUCTION SO THAT THE EXACT
BOUNDARIES OF SPECIFIC DEMOLITION MAY BE
DETERMINED -
9_ PATCH/REPAIR/REFINISH ALL SURFACES EXPOSED BY
DEMOLITION WORK TO MATCH AND ALIGN WITH EXISTING
ADJACENT SURFACES SCHEDULED TO REMAIN, AND
PREPARED TO RECEIVE NEW FINISHES SPECIFIED. WORK
SHALL INCLUDE ALL LABOR AND MATERIALS ON ALL
SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE
TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE
WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS.
10, WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR
BRACING ELEMENTS ARE SCHEDULED FOR DEMOLITION,
STRUCTURAL SUPPORTS AND BRACING FOR THE ADJACENT
CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED
UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN
PLACE AND ABLE TO SUPPORT IMPOSED LOADS.
r_:;ENFfRAL NOTE&
............ ....................
,45V'N
GI
THE CONTRACTOR SHALL FIELD VERIFY • LL CONDITIONS AND
ti r�glrj
wMa
Civ tf M
DIMENSIONS PRIOR TO ANY WOP,G. GONT -.ACTOR SHALL BE
0
cN
Cq co
0
RESPONSIBLE FOR ALL WORK AND MATEI-RIALS INCLUDING
0
tia 'CO4Q
THAT WORK PROVIDED BY SUBGONTRAC rORS_
Cn
ALT
ALTERNATE/ALTERNATIVE
G2
ANY SURVEY PROVIDED WITI-4 TI-4E5E DOCUMENTS 15 NOT PART OF
AGI
AISG
AMERIGAN CONCRETE INSTITUTE
AMERICAN INSTITUTE OF STEEL CONSTRUE TION
14161
AMERICAN IRON AND STEEL INSTITUTE
ASTM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
THE CONTRACT DOCUMENTS AND IS INTENDED ONLY FOR
AWS
AMERICAN WELDING SOCIETY
INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL
AB
ANCHOR BOLTS
FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL ACCEPT ANY
ARCH
ARCHITECTURE/ARCHITECTURAL
AND ALL PREMISES AS FOUND_ THE OWNER ASSUMES NO
RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR
BP
BASE PLATE/BEARING PLATE
STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. NO
BRG
BEARING
COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM
BM
BEAM
THE 5URVEY5 TO THE ACTUAL FIELD CONDITIONS_
BLK
BLOCK
B/
BOTTOM OF
G3
ANY DISCREPANCY OR NON -COORDINATION BETWEEN ANY PART
BLDG
BTJ
BUILDING
BOLTED TIE JOIST
OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL_ THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO
CANT
CANTILEVER
BELIEVES THAT SUCH A SITUATION EXISTS_
CL
CENTERLINE
CDR
CLEAR/CLEARANCE
G4
ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE
GOL
CONC
COLUMN
CONCRETE
CONTRACTOR MAY UNCOVER MUST BE REPORTED TO THE
CB
CONCRETE BEAM
ARCHITECT AT ONCE. CONTRACTOR SHALL BE RESPONSIBLE
CC
CONCRETE COLUMN
FOR CORRECTION OF ANY WORK AFTER START OF WORK
CMU
CONCRETE MASONRY UNIT
WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE
CONT
CONTINUOUS
ARCHITECT_ ARCHITECT SHALL APPROVE ALL METHODS OF
CONNX
CONNECTION
CORRECTING ANY FAULTY OR ERRONEOUS WORK
CONST
CONSTRUCTION
CS J
CONSTRUCTION JOINT
G5
ALL DIMENSIONS ARE FROM FACE OF MASONRY, FACE OF STUD OR
G J
CONTRACTION JOINT / CONTROL JOINT
COLUMN CENTER LINES UNLESS OTHERWISE NOTED.
DET
IDETAIL
DEPT
DEPARTMENT
G6
DO NOT SCALE THE DRAWINGS_ ITEMS NOT DIMENSIONED
DFT
DRY FILM THICKNESS
AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT
DIA
DIAMETER
TO THE ATTENTION OF THE ARCHITECT_
DIM
DIMENSION
DIST
DISTANCE
DN
DOWN
G-1
ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL
DR
DRAIN
APPLICABLE CODES AND STANDARDS.
DWG
DRAWING
EA
EACH
G8
DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDEWALKS, ETC
EE
EACH END
UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED.
EF
EACH FACE
EW
EACH WAY
EL
ELEVATION
G9
WORK SHALL NOT OBSTRUCT OR OTHERWISE CAUSE TO BE
EMB
EMBEDMENT
INOPERATIVE EXISTING SITE OR ANY OTHER SITE'S FIRE PROTECTION
ENGR
ENGINEER
SYSTEMS_
ES
EACH SIDE
EXIST
EXISTING
G10
ALL WORK SHALL BE PERFORMED TO THE HIGHEST INDUSTRY
EXT
EXTERIOR
STANDARD FOR WORKMANSHIP, ALL MATERIALS SHALL BE
F V
FIELD VERIFY
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS.
F F
FINISHED FLOOR
ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONAL
FLR
FLOOR
TRADE PUBLICATIONS,
F D
FLOOR DRAIN
FTG
FOOT ING
ell
THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS_
GA
GAGE/GAUGE
GALV
GALVANIZED
G12
PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATION
G C
GENERAL CONTRACTOR
OF ACCESSORIES_
GLU-LAM
GLUE LAMINATED
G.N.
GENERAL NOTES
G13
INTERIOR FINISH MATERIALS SHALL CONFORM TO THE LOCAL
H.A_S_
HEADED ANCHOR STUDS
BUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD
HT
HE IGHT
CLASSIFICATIONS.
HORIZ
HORIZONTAL
G14
NO ASBESTOS MATERIALS SHALL BE ALLOWED ON IN THE WORK
INT
INTERIOR
JT
JST
JOIST
G15
NO STAPLES SHALL BE UTILIZED IN FASTENING ANY FRAMING
L
LENGTH
OR SHEATHING MEMBER.
"
LL"
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
G16 ALL SIGNAGE IS THE RESPONSIBILITY OF THE GC
G1-1 THE GC BIDDER(S) SHALL PROVIDE A "5% OF TOTAL CONSTRUCTION
COST BID ARCHITECT CONTINGENCY FUND'' IN H15 BID TO THE
OWNER THIS IS FOR UNFORESEEN ISSUES THAT MAY ARISE DUE ANY
NORMAL UNFORSSEN, HIDDEN CONDITION, ISSUES THAT THE
DRAWINGS DO NOT SHOW. ANY UNUSED PORTION OF THE 5% SHALL
BE TURNED OVER TO THE OWNER GG SHALL PROVIDE THE BID
AND WRITTEN DOCUMENTATION OF THE BID CONTINGENCY FUND TO
THE ARCHITECT AT TIME OF BID_
TERMINATE, GAP AND REMOVE ALL ABANDONED ELECTRICAL G18 ONLY LICENSED CONTRACTORS AND SUBCONTRACTORS SHALL
CONDUIT, WIRING 5OXE5, SWITCHES, ETC. PLUMBING AND PERFORM THE WORK SHOWN HEREIN_ UNLICENSED ENTITIES
PIPING, FIXTURES, ETC_ HVAC DUCTWORK, CONTROLS, SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING
PIPING ETC. AS REQUIRED. JURISDICTION BEFORE PERFORMING ANY CONSTRUCTION WORK
ALL INFORMATION CONTAINED WITHIN THE DRAWINGS IS SUBJECT TO CHANGES PRIOR TO 155UE
7 FOR CONST UCTION" Y THE ARCHITECT.
OF ALL LEGALLY REQUIRED PERMITS AND A "CERTIFICATE OF ISSUE R R S E
DEVELOPER / OWNER SPECIFICALLY ACKNOWLEDGES THAT HE SHALL CONFIRM AND BE AWARE OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION
OVER THI5 PROJECT AND SHALL SECURE ANY ALL PERMITS FROM ANY AND ALL AGENCIES CLAIMING JURISDICTION.
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR O1 -115510N5 ON DRAWINGS THAT HAVE NOT BEEN APPROVED BY ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT.
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE FOR ANY WORK PERFORMED BY UNLICENSED ENTITIES.
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE FOR DETERMINATION OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION OVER THIS PROJECT.
OWNERS REP AND OR GC SHALL PROVIDE ARCHITECT WITH ALL REVIEW COMMENTS AND OR TRACKING INFORMATION IN ORDER TO ADDRESS ALL COMMENTS
THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR OM155IONS ON THESE DRAWINGS THAT
ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF ALL REQUIRED PERMITS. DO NOT ORDER MATERIALS PRIOR TO ISSUE OF ALL REQUIRED PERMITS.
THIS PROJECT REQUIRES SUBMITTALS ON ALL ELEMENTS TYPICAL TO ANY
COMMERCIAL PROJECT. THE GC SHALL PREPARE A LIST OF ALL SUBMITTALS
EXPECTED FOR REVIEW BY ARCHITECT AND SUBMIT TO ARCHITECT PRIOR TO
ANY WORK. THE ARCHITECT SHALL RETAINS THE AUTHORITY TO DETERMINE
THE FINAL LIST
ALL METAL STUD CEILING FRAMING SHALL BE 18 GA REGARDLESS OF ANY
OTHER NOTE ON THESE DRAWINGS.
SUITE 130 ELECTRICAL POWER, PLUMBING SERVICE, AND HVAC SERVICE
SHALL NOT BE INTERRUPTED WHILE SUITE 130 IS OPEN FOR BUSINESS. ANY
INTERRUPTION TO THE HVAC FOR 130 SHALL TERMINATE MIN 2 HOURS
BEFORE THE TENANT OPENS FOR BUSINESS, AND THE GC SHALL ENSURE
THAT THE HAVC SHALL RUN FOR THOSE 2 HOURS IF IT WAS NOT RUNNING
PRIOR THAT TIME.
THE GC SHALL COORDINATE ALL WORK SUCH THAT THE SUITE 130 REAR
DOOR OPENING IS LOCKABLE AT CLOSE OF BUSINESS. TEMP DOOR IS
ACCEPTABLE SO LONG AS IT PROVIDES THE SAME LEVEL OF SECURITY AS
EXISTS BEFORE CONSTRUCTION STARTS.
ALL WORK INSIDE SUITE 130 SHALL ONLY OCCUR ONLY WHILE THE BUSINESS
IN 130 IS OPEN AND COORDINATED WITH THAT TENANT. NO ACCESS IS
ALLOWED IN 130 WHEN THE TENANT IS NOT OPEN OR PRESENT.
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MISG MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
N I G NOT IN CONTRACT
NOM NOMINAL
N T S NOT TO SCALE
N W T NORMAL WEIGH TOPPING
O G ON CENTER
OPNG OPENING
OFF OPPOSITE
PL PLATE
PLY PLYWOOD
P S F POUNDS PER SQUARE FOOT
P S 1 POUNDS PER SQUARE INCH
P C PRECAST CONCRETE
PRE -ENG PRE-ENGINEERED
PREFAB PREFABRIGATED
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PT PRESSURE TREATED
PW PANEL WIDTH
REF REFERENCE
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PROJ NO.:18-024
DATE: 9-28-18
THESR DRAWINGS IRR COPY—
AICHTED BY RDRSIGN
MANACIM IM LLC, 2018
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THE USS OF
THESE DOCUMENTS TO TRE
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RRPRODUMONS, CHINCRS OR
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PROD NO.:18-024
DATE: 9-20-15
THESE D1UXUYCS AM COPY-
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THIS COPYRIGHT AND OTHRR
RICHTS RRMICTS THE USX OF
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ALL GODS LISTED ARE A PART OF THE
DOCUt-1ENJATION REQUIREMENTS OF THIS PROJECT.
ALL WORk' SHALL CONFORM TO ALL Afi='iPLIGABLE
CODES_ hLL CODE SECTIONS AND REQUIREMENTS
TAKE Pf;&ERENCE OVER ANY DOCUMENTATION
CONTAINI=1_D IN THE DRAWINGS. ANY DISCREPANCY
THE GC r1,AY FIND ON THE DRAWINGS TO THE GODS
SHALL B3= BROUGHT TO THE ATTENTION OF THE
ARCHITECTS AND ENGINEERS AT ONCE.
THE GENERAL CONTRACTOR PERFORMING THE
WORK ACKNOWLEDGES THAT HE IS IN POSSESSION
OF THE CODES, HAS FAMILIARIZED HIMSELF WITH
THE APPLICABLE SECTIONS AND SHALL
CONSTRUCT TO PROJECT IN COMPLIANCE WITH THE
CODI=S AND THE DRAWINGS..
THIS REQUIREMENT 15 NOT MEANT TO REQUIRE THE
GC TO DESIGN ANY ELEMENT OR CONFIGURATION
OF THEWORK, SUCH AS SIZING BEAND
COLUMNS, REINFORCING;, ETC, BUT RATHER TO
COMPLY WITH THE DIMENSIONAL AND OTHER
RESTRAINTS OF INDIVIDUAL ELEMENTS INDICATED
IN THE CODES.
FIRE RESISTANCE RATING REQUIREMENTS FOR BLD, ELEMENTS
BLDG TYPE: II -B
FBC-B- 2011 Tro02
BLDG ELEMENT
REQUIRED
PROVIDED
PRIMARY STRUCTURAL FRAME
0
0
BEARING WALLS
IHR FR
[i.i_T._.1-1-I.. 1�I EXIST 8" CMU WALL TO DECK ABOV
!..._
EXTERIOR
0
0
INTERIOR
0
0
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EXTERIOR
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OTOS
I
I
5 TO 10
1
1
10 TO 20
0
0
20 TO 30
0
0
MORE THAN 30
0
0
NON BEARING; WALLS
CEILING ABOVE
INTERIOR
0
0
FLOOR 4 SECONDARY MEMBERS
0
0
ROOF 4 SECONDARY MEMBERS
0
0
FBC-B 2011 SECTION 508.4 SEP ERATION
FBG -B 2011 SECTION 108 FIRE PARTITIONS
108.1. WALL SEPARATING INDIVIDUAL TENANTS:
I=BC -B 2011 SECTION 111 HORIZONTAL ASSEMBLIES
A5 REQUIRED BY THE BUILDING; TYPE OF CON5TRUCTION
FBC-B 2011 SECTION 118 CONCEALED SPACES
118.4 DRAFT -STOPPING IN ATTICS FOR
OCCUPANCIES OTHER THAN RI,R2
THE ARCHITECT SHALL NOT BE RE5PONO3LE
FOR ANY ITEM INSTALLED NOT IN
NOTE CONFORMANCE WITH SAID COD1=5 OR THP
0 SIGNED SEALED DIRECTIVES OR DAWII g;s
R .
THE DRAWINGS MUST BEAR THE APPROV;IAL
STAMP OF THE AGENCY HAVING JUR15DIGTION
(BUILDING DEPT). MINOR CLARIFICATION
LETTERS THAT E55ENTIALI-Y DO NOT CHANGE
THE DESIGN 13UT MERELY CLARIFY IT, DO NEED
THE APPROVAL STAMP OF THE AHJ
NA
NA
NA
ANY ITEM THAT IS NOT DIMENSIONED, OR LOCATED, EITHER
HORIZONTALLY OR VERTICALLY, SHALL NOT BE INSTALLED
UNTIL SUCH TIME THE ARCHITECT PROVIDES A WRITTEN
DIRECTIVE.
HORZ AREA SHALL NOT EXCEED 3000 SF
EXISTING GROUP M - CLASS A
r
52'-10" 52'-10"
s
o"
1- EXISTING GROUP M - CLASS C
129
SHOP DRAWINGS ARE REQUIRED ON ALL ITEMS,
ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, FIRE ALARM, FIRE SUPPRESSION ETC. THE
ARCHITECT ASSUMES NO LIABILITY FOR ANY ITEM UNLE55 A
SHOP DRAWING REVIEWED AND APPROVED BY THE GENERAL
CONTRACTOR HAS BEEN SUBMITTED TO THE ARCHITECT.
CORRECTIONS OR COMMENTS MADE ON EQUIPMENT SPECS
OR SHOP DRAWINGS DURING THE REVIEW DO NOT RELIEVE
THE CONTRACTOR FROM COMPLIANCE WITH THE
REQUIREMENTS OF THE DRAWINGS AND 51-ECIFICATION5. THE
REVIEW CHECK BY THE ARCHITECT 15 ONLY FOR GENERAL
CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT
AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN ON
THE CONTACT DOCUMENTS. THE CONTRACTOR 15
RESPONSIBLE FOR CONFORMING AND CORRELATING ALL
QUANTITIES AND DIMENSIONS± SELECTING FABRICATION
PROCESS AND TECHNIQUES OF CONSTRUCTION±
COORDINATING; HIS WORK WITH THAT OF ALL OTHER TRADES
AND PERFORMING; THE WORK IN A SAFE AND 5AT15FACTORILY
MANNER. ANY STRUCTURAL OR ARCHITECTURAL ITEM THAT IS
NOT DIMENSIONED ON THE DRAWINGS SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION IN
A WRITTEN RFI.
FLAME SPREAD NOTES
1. ALL WALL AND CEILING FINISH MATERIALS INCLUDING
VINYL AND RUBBER RASE, SHALL BE CLA551FIED IN
ACCORDANCE WITH A5TM E-84 AND SPALL COMPLY WITH
CLA55 B INTERIOR FINISH WITH FLAME SPREAD 26-75
AND SMOKE DEVELOPED 0-450.
2.ALL EXTERIOR DOORS AND FRAME5 SPALL COMPLY WITH
CLA55 A INTERIOR FINISH WITH FLAME SPREAD 0-25
AND SMOKE DEVELOPED 0-450.
3.FLOORINCa MATERIALS SHALL HAVE A
MINIMUM OF CLASS II INTERIOR FLOOR FINISH
RATING A5 CLA551FIED IN ACCORDANCE WITH
NFPA 253.
NOTES:
I PROVIDE FIRE EXTINGUISHER HAVING A MIN. RATING OF
101b 4-A-W-B:C FOR EVERY 3,000 SF± ALL EXTINGUISHERS
SHALL BE CON5PICUOUSLY LOCATED AND READILY
ACCESSIBLE.
2.THE TOP OF THE EXTINGUISHER SHALL NOT EXCEED
60" AFF.t UNPILE THE BOTTOM OF THE EXTINGUISHER
SHALL BE MOUNTED AT 4" MIN. APP-
3.TRAVEL DISTANCE TO ANY EXTINGUISHER
SHALL NOT EXCEED 15'.
CALL REQUIRED EXIT5t WAY OF APPROACH THERETOt AND
WAY OF TRAVEL FROM THE EXIT INTO THE 5TRFET SHALL
BE CONTINUOUSLY MAINTAINED FREE FROM ALL
OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED
EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY.
DEVIC E LEGEND
5-5
Group M - MERCANTILE
HR FR
NEW MTL FRAME WALL
10
IHR FR
RATED MTL FRAME WALL
IHR FR
[i.i_T._.1-1-I.. 1�I EXIST 8" CMU WALL TO DECK ABOV
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1
23
30
66
NON RATED TENAT DEMISNG WALL
EXISTING WOOD STUD PARTITION
56
112
WALLS WITH NEW RATED METAL
____ ......... ._-.......................... ......._.__ EXISTING PARTITION WALLS AND
---------- --
I HR FR
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FRAME WALL ADJACENT TO RATED
� NR FR
CONSTRUCTION I ON TO REMAIN
--__ ..................._.._._.___________.-...:
CEILING ABOVE
-_ ..:.-....._...-__---.:.-. (OPEN UNFILLED LINES)
EXISTING; DOOR TO REMAIN
EXISTING; DOOR TO BE REMOVED
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NEWDOOR 4 FRAME
EXISTING GROUP M - CLASS A
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1- EXISTING GROUP M - CLASS C
129
SHOP DRAWINGS ARE REQUIRED ON ALL ITEMS,
ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, FIRE ALARM, FIRE SUPPRESSION ETC. THE
ARCHITECT ASSUMES NO LIABILITY FOR ANY ITEM UNLE55 A
SHOP DRAWING REVIEWED AND APPROVED BY THE GENERAL
CONTRACTOR HAS BEEN SUBMITTED TO THE ARCHITECT.
CORRECTIONS OR COMMENTS MADE ON EQUIPMENT SPECS
OR SHOP DRAWINGS DURING THE REVIEW DO NOT RELIEVE
THE CONTRACTOR FROM COMPLIANCE WITH THE
REQUIREMENTS OF THE DRAWINGS AND 51-ECIFICATION5. THE
REVIEW CHECK BY THE ARCHITECT 15 ONLY FOR GENERAL
CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT
AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN ON
THE CONTACT DOCUMENTS. THE CONTRACTOR 15
RESPONSIBLE FOR CONFORMING AND CORRELATING ALL
QUANTITIES AND DIMENSIONS± SELECTING FABRICATION
PROCESS AND TECHNIQUES OF CONSTRUCTION±
COORDINATING; HIS WORK WITH THAT OF ALL OTHER TRADES
AND PERFORMING; THE WORK IN A SAFE AND 5AT15FACTORILY
MANNER. ANY STRUCTURAL OR ARCHITECTURAL ITEM THAT IS
NOT DIMENSIONED ON THE DRAWINGS SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION IN
A WRITTEN RFI.
FLAME SPREAD NOTES
1. ALL WALL AND CEILING FINISH MATERIALS INCLUDING
VINYL AND RUBBER RASE, SHALL BE CLA551FIED IN
ACCORDANCE WITH A5TM E-84 AND SPALL COMPLY WITH
CLA55 B INTERIOR FINISH WITH FLAME SPREAD 26-75
AND SMOKE DEVELOPED 0-450.
2.ALL EXTERIOR DOORS AND FRAME5 SPALL COMPLY WITH
CLA55 A INTERIOR FINISH WITH FLAME SPREAD 0-25
AND SMOKE DEVELOPED 0-450.
3.FLOORINCa MATERIALS SHALL HAVE A
MINIMUM OF CLASS II INTERIOR FLOOR FINISH
RATING A5 CLA551FIED IN ACCORDANCE WITH
NFPA 253.
NOTES:
I PROVIDE FIRE EXTINGUISHER HAVING A MIN. RATING OF
101b 4-A-W-B:C FOR EVERY 3,000 SF± ALL EXTINGUISHERS
SHALL BE CON5PICUOUSLY LOCATED AND READILY
ACCESSIBLE.
2.THE TOP OF THE EXTINGUISHER SHALL NOT EXCEED
60" AFF.t UNPILE THE BOTTOM OF THE EXTINGUISHER
SHALL BE MOUNTED AT 4" MIN. APP-
3.TRAVEL DISTANCE TO ANY EXTINGUISHER
SHALL NOT EXCEED 15'.
CALL REQUIRED EXIT5t WAY OF APPROACH THERETOt AND
WAY OF TRAVEL FROM THE EXIT INTO THE 5TRFET SHALL
BE CONTINUOUSLY MAINTAINED FREE FROM ALL
OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED
EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY.
DEVIC E LEGEND
5-5
Group M - MERCANTILE
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NEW 2 x2 BODINF EMERGENCY
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OCCUPANCY:
Group M - MERCANTILE
CONSTRUCTION TYPE:y
e II -B MASONRY EXTERIOR WALLS
CONCRETE FLOOR STRUCTURE, STEEL TRUSSE
FIRE ALARM REQ/PROV:
NO/NO
FIRE SPRINKLERS REQ/PRV
NO/NO
BUILDING HEIGHT:
21' < 55 FEET MAX ON T504.3
NUMBER OF STORIES:
LEVEL OF THE PROJECT:
1 < 2 MAX PER T504.4
1
01 I (l\A/ARI G ,QRF,A
& STEEL DECK
OCCUPANCY
CONSTRUCTION
TYPE
ALLOWABLE BUILT AREA
REA PER FL
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NFPA 101
sN FIPERso
M-MERCANTI
E II -B NS
12500 3709 SF (TENAT AREA,
33
30
66
M -MERCANTILE 1338 SF
EF
23
30
66
T'FNOnIT FI nnR ARFAS OCCUPANCY PURPOSE CALCUALTION
.IFIED)
OCCUPANCY AREA
(NET)
AREA/OCCUPANT
(#/NSF)
OCCUPANT
LOAD
NFPA 101
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NFPA
OCCUPANT
LOAD
M -MERCANTILE 1976 SF
60 NET
33
30
66
M -MERCANTILE 1338 SF
60 NET
23
30
66
TOTAL TENANT AREA 3314 SF
56
112
EGRESS CAPACITY TABULATION
OCCUPANT
LOAD
NUMBER OF EXITS
REQUIRED
EGRESS
OCCUPANCY
OCCUPANT
EGRESS WIDTH WIDTH
4
LOAD
REQUIRED PROVIDED
M -MERCANTILE
112
DOORS: 1 12 X 0.2 =22.4 140"
Nil IA/IRFR nF FXITS
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OCCUPANCY
OCCUPANT
LOAD
NUMBER OF EXITS
REQUIRED
# OF EXITS
PROVIDED
M -MERCANTILE
112
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MEASUREMENT OF MEANS OF EGRESS
ACTUAL
MAX. ALLOWABLE TRAVEL DISTANCE: 200' FBC 52'-10"
INT
T
MAX. DEAD END CORRIDOR LENGTH:
20' FBC 1 3'-2"
MAX COMMOM PATH OF TRAVEL ( 100' FBC I NA I I
MIN. AISLE WIDTH: 44" >44"
MIN. CLEAR OPENING OF EXIT DOORS: 32" 35"
THE NEW EXIST ENCLOSURE
SHALL BE IN STRICT COMPLIANCE
WITH NFPA 101 -2012 SECTION
7.1.3.2 "EXITS"
MEMBRANE PENETRATION SHALL
ONLY
BE PERMITTEDN THE EXIT O
ACCESS SIDE OF THE ENCLOSURE
AND SHALL BE PROTECTED PER
NFPA 101-2012- 8.3.5.6
THRU PENETRATIONS OF THE
MEMBRANE SHALL COMPLY WITH
NFPA 101-2012 SECT 7.1.3.2.1 (10)
r-----� WALL AND CEILING FINISH IN THE
- ENCLOSURE IS PAINTED GWB PAINTED
IN COMPLIANCE WITH CLASS A OR B
FLOOR FINISH IS VCT IN COMPLIANCE
WITH CLASS II
THE CONSTRUCTION SHALL COMPLY
WITH CPT 37 OF NFPA101-2012
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PROD NO.:18-024
DATE: 9-28-18
THESE DRAWINGS ARE COPY-
RICHTaD DY EDESIGN
MANAGEMENT, Lm X019
THIS COPMG!" AND OTHER
RIGHTS RESTRICTS THE USE OF
THESE DOCUMENTS TO THE
ORIGINAL SITE OR PURPOSE FOR
WHICH THEY HERB PREPARED.
REPRODUCTIONS. CHANCES, OR
ASSIGNMENTS ARE STRICTLY
PROHIDITED.
DRAWN. AE
CIIECK.• AE
C:\Users\Tony HP LaptoplDropboxl_2018 Projects12018-02612018-026 A003.dwg, A003 LIFE SAFETY, 9/28/2018 4:54:25 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMI"i
RECOMMENDED PRODUCT SPECIFICATIONS
CONCRETE
PRODUCTS
CONCRETE MIX UNLESS SPECIFIED ON STRUCTURAL
DOCUMENTS
PROVIDE CONCRETE OF THE FOLLOWING MIX pE51CxN-
COMPRESSIVE STRENGTH AT 28 DAYS = 3000 PSI
MAX 2% FLY ASH OF CEMENT
EXAMINATION
VERIFY COMPACTED SUB -GRADE IS ACCEPTABLE AND
READY TO SUPPORT PAVING -TEST SUB -GRADE AND
PROVIDE TEST RESULTS TO OWNER
PREPARATION
PROVIDE 6 OR 8 MIL POLYETHYLENE VAPOR BARRIER.
TAPE ALL JOINTS COAT SURFACES OF ALL FRAMES WITH OIL
TO PREVENT BONDING-; WITH CONCRETE. NOTIFY ARCHITECT
MINIMUM OF 24 HOURS PRIOR TO COMMENCEMENT OF
CONCRETE OPERATIONS
EXECUTION
ENSURE THAT REINFORCEMENTS, INSERTS, EMBED PATS
FORMED JOINTS ARE NOT DISTURBED DURING CONCRETE
PLACEMENT. PLACE CONCRETE CONTINUOUSLY BETWEEN
PREDETERMINED CONSTRUCTION JOINTS. DO NOT C3REAK OR
INTERRUPT SUCCESSIVE POURS SUCH THAT COLD JOINT
OCCUR.
JOINTS
PLACE CONTROL JOINTS AT 10 FOOT INTERVALS TYP UNO.
PLACE JOINT FILLERS BETWEEN PAVING COMPONENTS AND
BUILDING OR OTHER APPURTENANCES.
PROVIDE SAW JOIST AT 5 FOOT INTERVALS IN SIDEWALKS
SAW CUT CONSTRUCTION JOINTS a" WIDE AT AN OPTIMUM TIME
FRAME UP TO 24 HOURS AFTER FINISHING 5LAB5 ON GRADE.
CUT j INTO DEPTH OF SLAB.
FINISHING
STEEL TROWEL
PROTECTION
IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM
PREMATURE DRYING, EXCESSIVE HEAT OR COLD
TEMPERATURES AND MECHANICAL INJURY
COLD FORMED METAL FRAMING
PRODUCTS AND MANUFACTURERS
DALE INDUSTRIES, INC.
DIETRICH INDUSTRIES, INC.
ALL -STEEL 4 GYPSUM PRODUCTS, INC.
FRAMING MATERIALS
STUDS: ASTM C955, FORMED TO CHANNEL SHAPE, SOLID WEB,
GAUGES AS SHOWN ON DRAWINGS, Ig/a" FACE AND 35/a OR 6"
DEEP TRACK. FORMED STEEL, CHANNEL SHAPED SAME WITH
AS STUDS, 50LID WED, 25 GAUGE THICK UNO, USE 22 GA AT
ALL RATED WALLS
ACCESSORIES
BRACING, FURRING, BRIDGING, PLATES, GUSSETS AND CLIPS:
FORMED SHEET STEEL, THICKNESS DETERMINED FOR
CONDITIONS ENCOUNTERED
FASTENERS
SELF DRILLING, SELF TAPPING SCREWS, BOLTS, NUTS, AND
WASHERS: ASTM A123 HOT DIPPED GALVANIZED TO 1.25 OZ/5F
ANCHORAGE DEVICES: POWER ACTUATED AND DRILLED
EXP BOLTS: WELDING IN CONFORMANCE WITH AWS D.1.1 AND
AWS D13
FABRICATION
FABRICATE ASSEMBLIES OF FRAMED SECTIONS OF SIZES
ANP PROFILES REQUIRED WITH FRAMING MEMBERS FITTED,
REINFORCED, AND BRACES TO SUIT DESIGN REQUIREMENTS
FINISHES
STUDS: GALVANIZE TO G90 COATING CLASS
TRACKS AND HEADERS: GALVANIZE TO G90 COATING CLASS
PRACING, FURRING, BRIDGING PLATES, GUSSETS AND CLIPS,
SAME FINISHES AS FRAMING MEMBERS.
WOOD BLOCKING AND CURBING
MATERIALS
LUMBER GRADING-; RULES: NFoPA, SPIE, WCL -15, AND WWPA
MISCELLANEOUS FRAMING, 5TRE55 GROUP D,
SPECIES, 19 PERCENT MAX MOISTURE CONTENT
PRESSURE PRESERVATIVE TREATMENT PER AWPA
PLYWOOD: APA RATED SHEATHING GRADE C -D OR BETTER.
EXPOSURE DURABILITY It SANDED.
ACCESSORIES
FASTENERS AND NAVAHOS:
FASTENERS: HOT DIPPED GALVANIZED STEEL
FOR HIGH HUMIDITY AND TREATED WOOD LOCATIONS.
UNFINISHED STEEL ELSEWHERE
ANCHORS: TOGGLE 1330LT TYPE FOR ANCHORAGE
TO HOLLOW MASONRY. EXPANSION SHIELD AND LAG BOLT
FOR ANCHORAGE TO SOLID MASONRY OR CONCRETE. BOLT
OR BALLISTIC FASTENERS FOR ANCHORAGE TO STEEL .
SHEATHING
SECURE SHEATHING TO FRAMING MEMBERS WITH EDN5 OVER
FIRM BEARING AND STAGGERED
INSTALL TELEPHONE AND ELECTRICAL PANEL BOARDS WITH
PLYWOOD SHEATHING MATERIAL WHERE REQUIRED.
PROVIDE FIRE RATED WHERE REQUIRED BY BLDG OFFICIAL.
OVERSIZE THE PANEL BY 12" ON ALL SIDES UNLESS SIZE IS
CALLED ON DOGUMENT5. PANEL SHALL BE J" THICK UNO
BUILDING INSULATION
PRODUCTS AND MANUFACTURERS
CERTAINTEED CORPORATION
OWNER CORNING FIBERGLASS CORPORATIONS
ATLAS ENERGY PRODUCTS
INSULATING MATERIAL
RIGID BOARD REFORMED UNITS
SOUND ATTENUATION BLANKETS ASTM C 665 TYPE I
UNFACED MINERAL FIBER INSULATION 3" THICK MIM
STC -50 MIN AT ALL INTERIOR PARTITIONS
PREPARATION
CLEAN SUBSTRATE OF SUBSTANCES HARMFUL TO INSULATION
AND INTERFERING WITH ATTACHMENT
INSTALLATION
INSTALL PER MANUFACTURE RECOMMENDATION
BOND UNITS To SUBSTRATE WITH ADHESIVE OR MECHANICAL
ANCHORAGE TO PROVIDE PERMANENT PLACEMENT OF UNITS
INSTALL MINERAL FIBER BLANKETS IN CAVITIES BY FRICTION
FIT
JOINT SEALERS
PERFORRMANCE REQUIREMENTS
PROVIDE ELASTOMERIC JOINT SEALANTS THAT HAVE BEEN
PRODUCED AND INSTALLED TO ESTABLISH AND MAINTAIN
WIATER-TIGHT AND AIRTIGHT CONTINUOUS SEALS WITHOUT
CAUSING DETERIORATION OF JOINT 5U55TRATE5
ELASTOMERIC JOINT SEALERS
COMPLY WITH ASTM G920 AND CLASSIFICATION FOR TYPE
GRADE CLASS ANP USES.
SINGLE PART POURABLE URETHANE SEALANT FOR USE T- TO
E3E BY "VULKEMN 45" / MAMECO INTERNATIONAL INC OR
APPROVED EQUAL
ONE PART NON5AG URETHANE SEALANT FOR USE NT TO BE
"VULKEM 45" / MAMECO INTERNATIONAL INC.
LATEX JOINT SEALANTS
USE "AC -40" /PECORA CORP OR "SONOLAC" / 5ONNEi3ORN
BUILDING PRODUCTS OR APPROVED EQUAL AS TO COMPLY
WITH ASTM Ca34
ACOUSTICAL JOINT SEALANTS
PROVIDE NONSAG, FAINTABLE, NON -STAINING LATEX
SEALANT COMPLYING WITH ASTM C 834
FOR CONCEALED JOINTS USE NON DRYING NON HARDENING
SYNTHETIC RUBBER SEALANT FOR INTERIOR JOINTS
JOINT SEALANT BACKING
PLASTIC FOAM JOINT FILLERS, PREFORMED, COMPRESSIBLE
RESILIENT, NON STAINING MATERIAL THAT IS CLOSED CELL
POLYETHYLENE FOAM AND NON-ABSORBANT TO LIQUID
WATER AND COMPLIES WITH ASTM D 1623 AND ASTM C 1063
DOOR HARDWARE
PRODUCTS AND MANUFACTURERS
SCHLAGE COMMERCIAL GRADE OR APPROVED EQUAL
FINISHES
ON REMODEL WITH EXISTING TO REMAIN - MATCH EXISTING.
ON NEW PROJECTS:
U62ro BRIGHT CHROMIUM.
MOUNTING HEIGHTS
LOCKETS
38"
PUSH PULL
42"
DEAD LOCKS
48"
EXIST DEVICES
30"
GYPSUM BOARD SYSTEMS
PRODUCTS AND MANUFACTURERS
DOMTAR GYPSUM COMPANY
GEORGIA PACIFIC CORPORATION
GOLD BOND BUILDING PRODUCTS
UNITED STATES GYPSUM CO.
GYPSUM BOARD MATERIALS
STANDARD CxYPSUM BOARD: ASTM 036, /8" THICK, ENDS
SQUARE CUT, TAPERED EDGES
FIRE RATED GYPSUM BOARD: ASTM C36, FIRE RESISTIVE
TYPE, UL RATED,/a" THICK, ENDS SQUARE CUT, TAPERED
EDGES
MOISTURE RESISTIVE GYPSUM BOARD: ASTM C630, F%1' THICK,
ENDS SQUARE CUT, TAPERED EDGES
ACCESSORIES
THERMAL INSULATION AS DEFINED
CORNER BEADS, METAL
EDGE TRIM, GA 201 AND GA 216 TYPE L, LK, U EXPOSED
REVEAL BEAD JOINT MATERIALS, ASTM C475: REINFORCING
TAPE, JOINT COMPOUND, ADHESIVE AND WATER
METAL FRAMING AND FURRING
SECTION INCLUDES
WALL, BULKHEAD, CEILING, AND FURRED SPACE FRAMING
SYSTEM DESCRIPTION
TO LIMIT FINISH SURFACES DEFLECTION TO L/180 UNDER
LATERAL POINT LOAD OF 100 LB5
FABRICATE HORIZONTAL CEILING AND 50FFIT FRAMING TO
LIMIT FINISH SURFACE TO L/360 DEFLECTION UNDER
SUPERIMPOSED DEAD LOADS AND WIND UPLIFT
FABRICATE VERTICAL WALL AND FURREID SPACE FRAMING
TO LIMIT FINISH SURFACE TO L/240 DEFLECTION UNDER
SUPERIMPOSED DEAD LOADS AND WIND UPLIFT
PRODUCTS AND MANUFACTURERS
DALE INDUSTRIES, INC.
DIETRICH INDUSTRIES, INC.
GOLD BOND BUILDING PRODUCTS
USG INDUSTRIES
FRAMING MATERIALS
FURRING CHANNELS: FORMED STEEL, MIN 25 GA, 3/a" DEEP X
3/411 HIGH X LENGTH REQUIRED
MAIN CEILING CHANNELS " FORMED STEEL, MIN la GA, 3/4"
DEEP X 11/2" HIGH X LENGTH REQUIRED
HANGERS: GALVANIZED STEEL OF SIZE AND TYPE TO SUIT
APPLICATION TO RIGIDLY SUPPORT CEILING COMPONENTS IN
PLACE TO DEFLECTION LIMITS AS REQUIRED OR INDICATED.
LATERAL BRACING: FORMED STEEL, MIN 16GA. SIZE AND
LENGTH AS REQUIRED OR SHOWN ON DAWNING
CASING BEADS: FORMED SHEET STEEL MIN 26 GA - DEPTH
GOVERNED BY PLASTER THICKNESS. MAXIMUM POSSIBLE
I_..ENC-;THS , EXPANDED METAL FLANGES OR HOLED METAL
FLANGED WITH SQUARE EDGES.
CORNER BEAD: FORMED SHEET STEEL MIN 26 GA DEPTH
GOVERNED BY PI --ASTER THICKNESS, MAXIMUM POSSIBLE
LENGTHS WITH EXPANDED OR HOLED FLANGES WITH
BULLNOSED EDGE.
BASE SCREED" FORMED SHEET STEEL MIN 26 GA DEPTH
GOVERNED BY PLASTER THICKNESS, MAXIMUM POSSIBLE
LENGTHS, EXPANDED OR HOLED METAL FLANGES WITH
BEVELED EDGE,
ACCESSORIES
FACTORIES FABRICATED AND FINISHES TRIM UNITS, TYPES
FOR FORMING REVEALS, VENTS OR OTHER INDICATED TRIM
OR FEATURES SHALL BE OF TYPE AND DESIGN INDICATED,
EXTRUDED ALUMINUM (6063-T5 ALLOY) AS MANUFACTURED
BY FRY REGLET CO. MM SYSTEMS OR APPROVED BY
ARCHITECT
ANCHORAGE: TIE WIRE, NAILS, SCREWS AND OTHER METAL
SUPPORT, OF TYPE AND 51ZE TO SUIT APPLICATION TO
RIGIDLY SECURE MATERIALS IN PLACE
POLYETHYLENE SHEET: CLEAR, 6 MIL THICK
TIE WIRE: ANNEALED GALVANIZED STEEL.
FINISHES
FRAMING MATERIALS: GALVANIZED
HANGERS, ANCHORS, AND FASTENING DEVICES: GALVANIZED
LATH MATERIALS: GALVANIZED.
WALL AND FURRED SPACE FRAMING
INSTALL LATHING AND FURRING FOR PORTLAND CEMENT
PLASTER WORK IN ACCORDANCE WITH ASTM C1063
ERECT WALL FURRING BY DIRECTLY ATTACHING TO
MASONRY WALLS
ERECT FURRING CHANNELS AT VERTICAL ON CHANNELS
SECURE WITH FASTENERS ON ALTERNATE CHANNEL FLANGES
AT 24" OC
SPACE FURRING CHANNELS AT MAXIMUM 24" INCHES ON
CENTER, NOT MORE THAN 4" FROM FLOOR AND CEILING LINE
CEILING AND SOFFIT FRAMING
INSTALL FURRING TO HEIGHT INDICATED. ERECT AFTER
ABOVE CEILING OR SOFFIT WORK IS COMPLETE. COORDINATE
THE LOCATION OF HANGER WITH OTHER WORK
INSTALL FURRING INDEPENDENT OF WALLS, COLUMN AND
ABOVE CEILING WORK,
SECURELY ANCHOR HANGERS TO STRUCTURAL MEMBERS OR
EMBED IN STRUCTURALLY SLABS. SPACE CHANGES TO
ACHIEVE DEFLECTION LIMITS INDICATED.
SPACE MAIN CARRYING CHANNELS AT MAXIMUM 40" OC, NOT
MORE THAN 2" FROM WALL 5URFACES. LAP SPLICE
SECURELY,
SECURELY FIX CARRYING CHANNELS TO HANGERS TO
PREVENT TURNING OR TWISTING AND TO TRANSMIT FULL FULL
LOAD To HANGERS
PLACE FURRING CHANNELS PERPENDICULAR TO CHARRING
CHANNELS NOT MORE THAT 2" FROM PERMUTE WALLS, AND
RIGIDLY SECURE.
REINFORCE OPENING IN SUSPENSION SYSTEM WHICH
INTERRUPT MAIN CARRYING CHANNELS OR FURRING
CHANNELS WITH LATERAL CHANNEL BRAGING. EXTEND
BRACING MINIMUM 24" PAST EACH OPENING-;.
LATERALLY BRACE SUSPENSION SYSTEM.
TOLERANCES
MAXIMUM VARIATION FROM TRUE LINES AND LEVELS: $" IN 10
FEET
MAXIMUM VARIATION FROM TRUE POSITION i"
SUSPENDED ACOUSTICAL CEILING
WARRANTY
CEILINGS: THE MANUFACTURES WARRANTS THAT THE CEILING
WILL REMAIN FREE FROM SAG, WARP, OR DELAMINATING AS A
DIRECT RESULT OF DEFECTS IN THE MATERIALS OR FACTORY
WORKMANSHIP, SUBJECT TO WARRANTY PROVISION OR
INSTALLATION CONDITIONS AND EXCLUSIONS. WARRANTY
PERIOD: ONE YEAR FORM DATE OF INSTALLATION.
PROPUCTS
ACOUSTICAL CEILING:; PANELS AND SUSPENSION SYSTEM: 24"
X 48" X J" ARMSTRONG- CORTEGA - SECOND LOOK II 91TEM
21-T6X.UITH ANGLES TEGULAR EDGE PROFILE (OR MATCH
EXISTING IN REMODEL PROJECTS). SUSPENSION SYSTEM
ARMSTRONG 5UPRAFINE 9/1(o " EXPOSED TEE GRID (OR
MATCH EXISTING IN REMODEL PROJECTS)
SUPPLEMENTAL MATERIALS
ANCHORING DEVICES: HOT DIPPED GALVANIZED STEEL,
A5TM A153 COATING CLASS Ce D, SCREWS, BOLTS, HOOKS,
AND EYES.
TIE WIRE: 16 GA MIN. (ASTM A641) ZINC CARBON STEEL
TOUCH UP PAINT: TYPE AND COLOR TO MATCH ACOUSTICAL
AND GRID UNITS.
CONCEALED ACOUSTICAL SEALANT: NON-DRYING,
NON -SHRINKING, NON-BLEADING, GUNNABLE SEALANT:
f ECORA 5A-90 OR TREMCO ACOUSTICAL SEALANT
COORDINATION
COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL
PANELS AND SUSPENSION SYSTEM COMPONENTS WITH OTHER
CONSTRUCTION THAT PENETRATES CEILINGS OR 15
SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES, HVAC
EQUIPMENT, FIRE SUPPRESSION SYSTEMS AND PARTITION
ASSEMBL IE5.
EXTRA MATERIALS
ON NEW PROJECTS OR NEW TI PROJECTS, FURNISH EXTRA
MATERIALS THAT MATCH INSTALLED PRODUCT AND ENSURE
QUAINTLY OF FULL SIZE EQUAL TO 5 PERCENT OF AMOUNT
INSTALLED.
GLUE DOWN CARPETING
ALLOWANCE
GC TO PROVIDE X1.50 PER SQ FOOT ALLOWANCE FOR OWNER
SELECTED CARPETING. COORDINATE WITH OWNER
SELECTIONS AND PROVIDE SAMPLES AS REQUESTED.
WARRANTIES
THE CONTRACTOR SHALL PROVIDE TO THE OWNER WRITTEN
WARRANTIES FROM THE MANUFACTURERS FOR EDGE RAVEL,
DELAMINATING, AND WEAR FOR FIVE YEARS
MATERIALS
CONSTRUCTION: TUFTED LOOP PILE
GAUGE: /a" MIN
STITCHES PER INCH. 8
TUFTS PER SQ IN: 6.4 MIN
TOTAL WEIGHT: 61 OZ PER 5Y
WEIGHT DENSITY: 5000 MIN AVERAGE
DYE METHOD: SOLUTION DYED
BACKING MATERIAL: SYNTHETIC WITH ANTI -BACTERIA,
ANTI -FUNGUS, ANP NON -ALLERGENIC CHARACTERISTICS
ADHESIVE: AS RECOMMENDED BY MANUFACTURER
CARPET EDGE STRIP, BONNEL CQ ALUMINUM GRIPPER OR
EQUAL.
nAIKI-r►nIrl
ODUCTS AND MANUFACTURERS
SW SHERWIN WILLIAMS
MOORE BENJAMIN MOORE 4 CO.
PORTER PORTER PAINTS
[Cl ICI PAINT PRODUCTS
SCHEDULE
CEMENTIOUS MATERIALS
ELASTOMERIC FINISH: TWO COATS, MIN 3.5 MILS DRY FILM
PRIMER: BLOCK FILLER/SEALER
FIRST/SECOND COATS: ELASTOMERIC TYPE
GYPSUM DRYWALL SYSTEMS
FLAT ENAMEL FINISH: THREE COATS, MIN 3.5 MILS DRY FILM
PRIMER: SHERWIN WILLIAMS PRIMER
FIRST/SECOND COATS: EGG SHELL (UNO)
WOODWORK (OPAQUE FINISH)
SEMI-GL055 ENAMEL: THREE COATS
UNDERCOAT: SHERWIN WILLIAMS UNDERCOAT
FIRST AND SECOND COAT: SW LOW LUSTRE ALKYD
FERROUS METAL
6EMI-GLO55 ENAMEL FINISH: TWO COATS OVER PRIMER
PRIMER: SYNTHETIC, QUICK -DRYING, RUST INHIBITING.
SW ANTI CORROSIVE METAL PRIMER
UNDERCOAT: INTERIOR ENAMEL UNDERCOAT, SW RICH
LUX LOW LUSTRE ALKYD ENAMEL
FINISH COAT: INTERIOR, SEMI -GLOSS, ODORLESS, ALKYD
ENAMEL , SW RICH LUX LOW LUSTRE ALKYD ENAMEL
ZINC COATED METAL (GALVANIZED)
SEMI -GLOSS FINISH: TWO COATS OVER PRIMRE
PRIMER: GALV METAL PRIMER, HYRDO PRIME
UNDERCOAT: INTERIOR ENAMEL UNDERCOAT, SW RICH
LUX LOW LUSTRE ALKYD ENAMEL
FINSk COAT: INTERIOR, SEMI -GLOSS, ALKYD ENAMEL,
RICH LOW LUSTRE ALKYD ENAMEL
RESILIENT FLOORING
PRODUCTS AND MANUFACTURES
VINYL COMPOSITION TILE
MODEL "STANDARD EXCELON IMPERIAL TEXTURE"
BY ARMSTRONG OR APPROVED EQUAL.
SIZE: 12" X 12"
THICKNESS: /a"
COMPLY WITH ASTM F106, COMPOSITION 1
CLASS I (SOLID COLOR) OR CLA55 2 (PATTERN TILE)
VINYL BASE
KOPPE CORPORATION, VPI, OR APPROVED EQUAL
FS 55-W-40 TYPE 2 VINYL, TOP SET COVED
DIMENSIONS: '/a INCH GAGE E3Y 4" HEIGHT
LENGTH: ROLL
TYPE: 4" VINYL CARPET COVE 13A5E ALL CARPET AREAS
AND COVED f3ASE AT RESILIENT FLOORING AREAS
QUALITY ASSURANCE
OBTAIN EACH TYPE, COLOR, AND PATTERN OF THE TILE
FROM THE SINGLE SOURCE WITH RESOURCES TO PROVIDE
PRODUCTS OF CONSISTENT QUALITY IN APPEARANCES AND
PHYSICAL PROPERTIES WITHOUT DELAYING PROGRE55 IN
THE WORK
PROVIDE RESILIENT FLOOR TILE WITH PERFORMANCE
CHARACTERISTICS AS TESTED P3/4ER ASTM E64a CRITICAL
RADIANT FLUX AND ASTM E6&2 SMOKE DENSITY OR UL
TESTING
EXTRA MATERIALS
FURNISH NOT LESS THAN ONE BOX FOR EACH 50 BOXES OR
FACTION THEREOF
FIRE EXTINGUISHERS AND ACCESSORIES
PRODUCTS ANP MANUFACTURER5
J.L.INDUSTCIRES
LAR5EN'S MANUFACTURING CO.
MODERN METAL PRODUCTS BY MUCKLE
POTTER-ROEMER, INC
SAMSON METAL PRODUCTS, INC
QUALITY ASSURANCE
OBTAIN EXTINGUISHERS AND CABINETS FROM SINGLE
SOURCE MANUFACTURER AND SUPPLIER
FIR EXTINGUISHERS SHALL BE UL LISTED WITH THE UL LISTING
FOR THE TYPE, RATING, AND CLASSIFICATION OF
EXTINGUISHERS.
FINISH CARPENTRY
PRODUCTS
LUMBER MATERIALS:
SHEET MATERIALS. SOFTWOOD PLYWOOD, PS 1 GRAPE
C -D' GRADED IN ACCORDANCE WITH AWI CUSTOM
VENEER GORE FIR FACE SPECIES, FLAT CUT, USE FOR
FIXED SHELVING OR SHELVING ON ADJUSTABLE
STANDARDS
LUMBER FOR SHIMMING AND BLOCKING-;: SOFTWOOD
LUMBER OF SOUTHERN PINE SPECIES
FABRICATION
FABRICATE TO AWI STANDARDS
SHOP ASSEMBLE WORK FOR DELIVERY TO SITE, PERMITTING
PASSAGE THROUGH BUILDING
FIT EXPOSED SHEET MATERIALS EDGES WITH PLASTIC
EDGING
CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH
MATERIAL OF FINISH AND PATTERN
WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE
MATERIALS WITH AMPLE ALLOWANCE FOR CUTTING,
PROVIDE TRIM FOR SCRIBING AND SITE GUTTING
APPLY PLASTIC LAMINATE FIN15H IN FULL UNINTERRUPTED
SHEETS CONSTANT WITH MANUPACTURED SIZES, FIT
CORNERS AND JOINTS HAIRLINE: SECURE WITH
CONCEALED FASTENERS
APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF
PLASTIC LAMINATED FINISHED SURFACES
GENERAL NOTE
THE SPECIFICATIONS HEREIN ARE RECOMMENDATIONS. NOT
ALL ITEMS APPLY OR APPLICABLE TO TH15 PROJECT. GC
SHALL VERIFY WITH OWNER ALL OF THE OWNER'S
PREFERENCES PRIOR TO ORDERING MATERIALS OR
PERFORMING WORK.
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DATE: 9-25-18
THESE DRAWDYGS ARE COPY-
RIGHTED BY EDBSIGN
IUNAOEMENT mx' 2018
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THE USE Or
THESE DOCUMENTS TO THE
ORIGINAL SITE OR PORPBSE FOR
WHICH THEY WERE PREPARED.
REPRODUCTIONS, CHANCES, OR
ASSICNMRNTS AM STRICTLY
PROHIBITED.
DRAWN: AE
CRECLK: AE
C:\Users\Tony HP LaptaplDrapfaax\_2018 Projects\2018-026\2018-026 A004.dwg, A004 ARCH SPEC, 9/28/201$ 4:54:27 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIi
FL OOF,l FLAN <E"rD I O I E 5
1. PROVIDE NEW FLOORING AND BASE (4" VINYL) TRHUOUT (UNO) (LANDLORD TO
VERIFY SPECS)
2. NEW METAL FRAMED NLG PARTITION TO CEILING AGOVE
3. NEW FURRING TO MATCH AND NEW GWB (THICKNESS TO MATCH EXISTING)
4, NEW EXTEXT DOOR 4 FRAME
5. NEW 1 HOUR FIRE RATED WALL FLOOR TO CEILING PER UL LISTINGS
6. NA
-1. NEW WALL HUNG HC LAVATORY
a. NEW FLOOR MOUNT TANK TYPE HC WATER CLOSET
9. PROVIDE ALL NEW ACCESSORIES
10. NEW 1 HOUR RATED SHAFT WALL FLOOR TO RATED CLG AGOVE
11. INSTALL CERAMIC TILE To 4' HIGH ON 2 WALLS
12. REPAIR REPALCE COMPLETE CEILING TO NEW CONDITON
13. NEW HI LOW ELECTRIC WATER FOUNTAIN AS REaUIRED BY PLUMBING CODE
14. PAINT ALL WALLS WITH MIN 2 COAT LATEX ENAMEL (SHEEN SPEC BY LANDLORD)
15. PROVIDE NEW CE=RMAIC TILE 1 -LOOKING ANP BASE IN TOLIET ROOMS
16. PROVIDE SIGN ON WALL I HOUR FIRE RATED WALL -Do NOT CUT"
li. PROVIDE SIGN ON CEILING "1 HOUR FIRE RATED CEILING -DO NOT CUT"
SA�-FS
12 9
DEMOLITION PLAN
Scale: 1/4"=P-0"
Uel-f'EFEIRNCE1) SCOfE OF WOR< NOTE5
X1 CLEAN AND RE -LAMP ALL LIGHT FIXTURES. REPLACE ALL LENS THAT HAVE
DISCOLORATION
X2 PROVIDE NEW PLUMBING TRIM ON ALL NEW AND EXIST TO REMAIN FIXTURES
X3 AC DUCT WORK AND ASSOCIATED INSULATION TO BE REWORKED PER CODE
X4 REWORK LIGHT FIXTURE AND SWITCH LOCATIONS IN NEW HC TOILET ROOM
PER ALL APPLICABLE ELEC AND ENERGY CODES
X5. REPLACE LIGHT FIXTURE AND SWITCH IN EXISTING TOILET ROOM PER ALL
APPLICABLE ELEC AND ENERGY CODES
X(0 REWORK LIGHT FIXTURE SWITCHING PER ALL APPLICABLE ELEC AND
ENERGY CODES
X1 EXISTING SERVICE SINK TO REMAIN 45 IT 15 REQUIRED BY CODE
X8 REPLACE EXISTING EXHAUST FANS IN RESTROOMS FOR MIN 15 CFM AS
REQUIRED BY CODE
X9 DEMO ALL RESTROOM ACCESSORIES (RUSTED AND GRAB BARS TOO SMALL
ETC)
FLOOR PLAN
Scale: 1/4"=1'-0"
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1. PROVIDE NEW FLOORING AND BASE (4" VINYL) TRHUOUT (UNO) (LANDLORD TO
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2. NEW METAL FRAMED NLG PARTITION TO CEILING AGOVE
3. NEW FURRING TO MATCH AND NEW GWB (THICKNESS TO MATCH EXISTING)
4, NEW EXTEXT DOOR 4 FRAME
5. NEW 1 HOUR FIRE RATED WALL FLOOR TO CEILING PER UL LISTINGS
6. NA
-1. NEW WALL HUNG HC LAVATORY
a. NEW FLOOR MOUNT TANK TYPE HC WATER CLOSET
9. PROVIDE ALL NEW ACCESSORIES
10. NEW 1 HOUR RATED SHAFT WALL FLOOR TO RATED CLG AGOVE
11. INSTALL CERAMIC TILE To 4' HIGH ON 2 WALLS
12. REPAIR REPALCE COMPLETE CEILING TO NEW CONDITON
13. NEW HI LOW ELECTRIC WATER FOUNTAIN AS REaUIRED BY PLUMBING CODE
14. PAINT ALL WALLS WITH MIN 2 COAT LATEX ENAMEL (SHEEN SPEC BY LANDLORD)
15. PROVIDE NEW CE=RMAIC TILE 1 -LOOKING ANP BASE IN TOLIET ROOMS
16. PROVIDE SIGN ON WALL I HOUR FIRE RATED WALL -Do NOT CUT"
li. PROVIDE SIGN ON CEILING "1 HOUR FIRE RATED CEILING -DO NOT CUT"
SA�-FS
12 9
DEMOLITION PLAN
Scale: 1/4"=P-0"
Uel-f'EFEIRNCE1) SCOfE OF WOR< NOTE5
X1 CLEAN AND RE -LAMP ALL LIGHT FIXTURES. REPLACE ALL LENS THAT HAVE
DISCOLORATION
X2 PROVIDE NEW PLUMBING TRIM ON ALL NEW AND EXIST TO REMAIN FIXTURES
X3 AC DUCT WORK AND ASSOCIATED INSULATION TO BE REWORKED PER CODE
X4 REWORK LIGHT FIXTURE AND SWITCH LOCATIONS IN NEW HC TOILET ROOM
PER ALL APPLICABLE ELEC AND ENERGY CODES
X5. REPLACE LIGHT FIXTURE AND SWITCH IN EXISTING TOILET ROOM PER ALL
APPLICABLE ELEC AND ENERGY CODES
X(0 REWORK LIGHT FIXTURE SWITCHING PER ALL APPLICABLE ELEC AND
ENERGY CODES
X1 EXISTING SERVICE SINK TO REMAIN 45 IT 15 REQUIRED BY CODE
X8 REPLACE EXISTING EXHAUST FANS IN RESTROOMS FOR MIN 15 CFM AS
REQUIRED BY CODE
X9 DEMO ALL RESTROOM ACCESSORIES (RUSTED AND GRAB BARS TOO SMALL
ETC)
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RIGHTS RESTRICTS THE USX OF
THESE OOCUMANTS To TRX
ORIGINAL SITX OR PURPOSE FOR
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C:\Users\Tony HP Laptop\Dropbox\_2018 Projects\2018-026\2018-026 A100-.dwg, A100 FLOOR PLAN, 9/28/2018 4:54:28 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
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2. PROVIDE HC SIGN PER 2010 ADA SAD AND FBG ACCESSIBILITY (A) 2014
3. DASHED LINES INDICATE FREE CLEAR AREAS REQUIRED BY 2010 ADA
SAD, FBC-A 2014, 4 FBC-EC 2014 (OCC SENSOR). HC STALL DOOR CIF
ANY) SHALL BE SELF CLOSING
4. DOORS SHALL BE SELF CLOSING
5. PROVIDE LIGHT SWITCH PER 2010 ADA SAD AND FBG -A 2014, FBG -EG 2014
ro. PROVIDE REINFORCING IN WALLS FOR GRAB BARS PER DETAILS,
1. TILE AT ALL WALLS PER INTERIOR FINISH SPEC, SEE NOTES ON OTHER
SHEETS FOR FLOOR AND WALL FINISH SPECS
8. ENSURE THAT THE NEW LAVATORY IS NO MORE THAN 1'-11/4" WIDE AND 1'-51/4"
DEEP AND LOCATE EXACTLY WHERE SHOWN. VERIFY THAT THE PLUMBING
SPEC COMPLIES WITH THIS. THIS NOTE SHALL GOVERN OVER THE
PLUMBING SPEC AND NO ALLOWANCES SHALL BE PROVIDED FOR ADA
COMPLIANCE MIS-COORDIANTION.
9. ALL TOILET ACCESSORIES SHALL BE INSTALLED IN STRICT COMPLIANCE
PER ADA AND FBC-A REQUIREMENTS. GC SHALL MAINTAIN A 4 YEAR
GUARANTEE THAT THE WORK COMPLIES WITH THE ADA.
10, NEW HM DOOR AND FRAME
11. INSULATE DRAIN AND SUPPLY PIPES PER CODE. NO METAL SHALL BE
EXPOSED
ANNOTATED ENLARGED FLOOR PLAN
12, NEW WATER CLOSET ENSURE TRIP HANDLE IS ON OPEN/WIDE/LAV SIDE OF
WATER CLOSET. SEE PLUME31NG SHEETS
13. NEW SHAFT WALL FLOOR TO RATED CEILING ABOVE=
14. CROSS HATCH INDICATES 1 HOUR FIRE RATED WALL
15. SINGLE HATCH 15 UN -RATED WALL TO CEILING ABOVE
Iro. NEW HI LO WATER FOUNTAIN SEE PLUMBING SHEETS
11, VERIFY IF RE=AR WALL HAS FOAM FILL IN CELLS. IF NOT, ON ALL EXPOSED
CMU/CONCRETE WALL AT REAR WALL (ABOVE OR BELOW THE CEILING) -
THRU-OUT THE SUITE INSTALL NEW g" GWB OVER SII X 25 GA FURRING.
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RIGHTS RESTRICTS THE USE OF
THESE DOCUMENTS TO THE
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C:\UserslTony HP LaptoplDropboxl_2018 Projects12018-02612018-026 A100-.dwg, A101 ENG FLR PLAN, 9/28/2018 4:54:29 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
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88" THROAT VIP I. I. VERIFY THROAT DEPTH DUE TO
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MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
I DOOR CL05ER CLOSING SPEED. DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH 404.2.8 OF THE ADA.
ALL NEW DOOR CLOSERS SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR
TO A POSITION OF 12 DEGREES FROM THE LATCH 15 5 SECONDS MINIMUM, IF SPRING HINGES ARE USED DOOR AND GATE SPRING HINGES SHALL
BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 10 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS
MINIMUM.
DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE PY THE APPROPRIATE ADMINISTRATIVE TYPE
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AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS:I. INTERIOR HINGED
DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM.2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM.THESE FORCES DO NOT APPLY TO TYPE 1
THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 3.
EXTERIOR HINGED DOORS SHALL BE DESIGNED SO THAT SUCH DOORS CAN BE PUSHED OR PULLED OPEN WITH A FORCE NOT EXCEEDING 8.5
POUNDS (31B N). FLORIDA LAW, 5.553.504(3), F.5.2019,, E5TABLI5HE5 REQUIREMENTS FOR EXTERIOR DOOR OPIENING FORCE. 10 PRAMS ELEVATIONS NTS ofDOOR' EL EVATIO 5 NTS
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C:\Users\Tony HP Laptop\Dropbox\-2018 Projects12018-02612018-026 A200.dwg, A200 DOOR SCHD, 9/28/2018 4:54:33 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
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C:\Users\Tony HP Laptop\Dropbox\-2018 Projects12018-02612018-026 A200.dwg, A200 DOOR SCHD, 9/28/2018 4:54:33 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
CT CERAMIC TILE- MUST MEED SLIP RESISTANCE COEFFICIENT
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CT/P CERAMIC TILE TO 4 FEET PAINT ABOVE
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VCT VINYL COMP TILE 12X12 - NEW
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ACT 2X4 ACOUSTICAL IN ALUM GRID - EXISTING TO REMAIN. AT NEW GRID
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PROVIDE NEW TO MATCH ( FLAT LAY - IN)
-4
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ALL ACT SHALL INSTALLED PER ASTM C 635 AND ASTM 036
ALL FINISHES SHALL BE CLASS C OR BETTER UNO
REVISIONS
0
THE GC SHALL ENGAGE A PROFESSIONAL DOOR HARDWARE COMPANY
0
AND SHALL ARRANGE FOR A MEETING WITH OWNER FOR COORDINATION
DOOM' SCHEID LE NOTES
Q
OF EXACT HARDWARE SPECIFICATIONS
I KEY ALL DOORS PER OWNER DESIRES
0
2 ALL DOORS AND FRAMES TO BE HIGH GRADE AWWA STANDARDS
3 ALL DOOR HARDWARE FINHSE5 SHALL BE PER OWNER AND BUILDER COORDINATION
4 PROVIDE LEVER HANDLES ON ALL SETS UNO
5 ALL NEW SCWD DOORS TO BE STAIN GRADE RED OAK OR BIRCH ROTARY CUT OR PER OWENR BUILDER COORDINATION ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL
0
I 6 TG= TEMPERED CLEAR 6
GLA55 '"-,'Z,24 SRIKE SIDE TEMP GL ASS VIEW PANEL. APPLICABLE CODES AND STANDARDS. ARCHITECT ASSUMES NO LIABILITY
PULL -2411-W X
VIS= FULL VISION PANEL LESS 14" of HEIGHT MIN BOTTOM RAIL HEIGHT IS 10" FOR WORK NOT IN COMPLIANCE WITH CODES. ALL IN FORCE CODES ARE PART OF THIS DOCUMENT.
I ALL VIEW PANELS IN WOOD DOORS SHALL HAVE STEEL FRAME MISC ITEMS SHOWN IN CONFLICT TO CODE 4 MISC ITEM NOT SHOWN SHALL BE BUILT TO CODE. BY STARTING AND WORKING ON
8 ALL NEW WOOF-) DOOR BOTTOMS SHALL BE SEALED WITH SEALER OR PAINT AS APPLICABLE THIS PROJECT CONTRACTOR OR OWNER/BUILDER SPECIFICALLY
PROJ N0.:18-024
t9 ALL LATCH SETS SHALL MATCH IN STYLE, COLOR, MAUFACTURERS, ETC,_ VERIFY WITH ACKNOWLEDGE THAT THEY HAVE READ AND UNDERSTAND ALL CODES
DATE: 9-28-18
OWNER EXCACT 5YLE AND COLOR DESIRED AND SHALL CONSTRUCT THE PROJECT TO CODE.
THXSE DRdIIINGS ARE CoPr-
RIGHTED DY EDESIGN
/� t
F,)OOfR R D W A fRE I `L O
NOTES
E S
XANAGEXENT, LLC, 2010
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THB USX Or
I
THESE DOCUMXNTS TO THS
1. ALL WEATHER STRIP SHALL BE NEOPRENE STYLE REPLACE ALL STRIPPING IN THE EXISTING STOREFRONT DOORS AND OR 1-RAMES
ORIGINAL SITE OR PURPOSE FOR
WHIM THXY "M PRBPARED.
REPRODUCTIONS, CHANGES, OR
2. PROVIDE DOOR BOTTOM WITH NEOPRENE SWEEP. METAL COLOR TO MATCH DOOR IN, SINGLE SWING FLUSH
ASSIGNMENTS ARE STRICTLY
PROHIBITED.
3. ALL HINGES TO 41/2 X 41/2. IN SP DOORFRAMES MATCH THE COLOR. ALL SCREWS SHALL PENETRATE THE WOOD BUCK AND METAL
STUDS
DRAWN: AE
4. ALL DEAD BOLTS THUMB TURNS SHALL BE HEAVY DUTY.
5. ALUM THRESHOLD SHALL BE ADA COMPLIANT. CLEAR ANODIZED ALUM
CHECK.- AE
ro. THE NEW ADA HC PUSH BAR 4 OFFSET PULL HANDLES, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL
COMPLY WITH (ADA SECTION) 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (a&5 MM) MINIMUM AND 48 INCHES (1220 MM)
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
I DOOR CL05ER CLOSING SPEED. DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH 404.2.8 OF THE ADA.
ALL NEW DOOR CLOSERS SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR
TO A POSITION OF 12 DEGREES FROM THE LATCH 15 5 SECONDS MINIMUM, IF SPRING HINGES ARE USED DOOR AND GATE SPRING HINGES SHALL
BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 10 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS
MINIMUM.
DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE PY THE APPROPRIATE ADMINISTRATIVE TYPE
I
AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS:I. INTERIOR HINGED
DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM.2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM.THESE FORCES DO NOT APPLY TO TYPE 1
THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 3.
EXTERIOR HINGED DOORS SHALL BE DESIGNED SO THAT SUCH DOORS CAN BE PUSHED OR PULLED OPEN WITH A FORCE NOT EXCEEDING 8.5
POUNDS (31B N). FLORIDA LAW, 5.553.504(3), F.5.2019,, E5TABLI5HE5 REQUIREMENTS FOR EXTERIOR DOOR OPIENING FORCE. 10 PRAMS ELEVATIONS NTS ofDOOR' EL EVATIO 5 NTS
C:\Users\Tony HP Laptop\Dropbox\-2018 Projects12018-02612018-026 A200.dwg, A200 DOOR SCHD, 9/28/2018 4:54:33 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
C:\Users\Tony HP Laptop\Dropboxl_2018 Projects12018-02612018-026 A100-.dwg, A300 WALL SECT, 9/28/2018 4:54:34 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
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U:\Users\ I ony HP Laptop\Uropbox\_2018 Projects\2018-026\2018-026 A100-.dwg, A302 CLG DETAILS, 9/28/2018 4:54:35 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
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PROJ NO.:1a-024
DATE: 9-2a-18
THESE DRAWINGS ARE COPY-
RIGHTED BY aDiCSIGN
MANACH"NT, LLC, X018
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THE USE OF
THESE DOCUXENTS TO THE
ORIGINAL SITE' OR PURPOSE FOR
WHICH THEY IIERE P"PARED.
REPRODUCTIONS, CHANCES, OR
ASSIGNMENTS ARE STRICTLY
PROHIBITED.
DRAWN: AE
CHECK: AE
A400
C:1UserslTony HP Laptop\Dropbox\_2018 Projects\2018-026\2018-026 A400.dwg, A400 STD BLDG DTLS, )/28/2018 4:54:37 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
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PROJ NO.:1a-024
DATE: 9-2a-18
THESE DRAWINGS ARE COPY-
RIGHTED BY aDiCSIGN
MANACH"NT, LLC, X018
THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THE USE OF
THESE DOCUXENTS TO THE
ORIGINAL SITE' OR PURPOSE FOR
WHICH THEY IIERE P"PARED.
REPRODUCTIONS, CHANCES, OR
ASSIGNMENTS ARE STRICTLY
PROHIBITED.
DRAWN: AE
CHECK: AE
A400
C:1UserslTony HP Laptop\Dropbox\_2018 Projects\2018-026\2018-026 A400.dwg, A400 STD BLDG DTLS, )/28/2018 4:54:37 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x 24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
F F-,,OE)UCTS INSTALLATION NOTES
1 -rHE ENTIRE TEXT OF THE GYPSUM A550CIATION PUBLICATION ENTITLED APPLICA�ION AND
FI�I514ING OF GYPSUM PANEL PRODUCTS GA 216-2013 SHALL APPLY TO THIS PROJECT THE GC
SMALL PRINT THE PUk3LICATION AND ATTACH IT TO EACH AND EVERY SET SUBMITTED TO THE
BLDG DEPT. THE REQUIREMENTS OF THE PUBLICATION ARE MANDATORY AND SHALL MANDATE
COMPLIANCE AND ENFORCEMENT WHETHER OR NOT ENFORCED BY LOCAL OFFICIALS AND OR
INSPECTORS OR NOT. THE ARCHITECT ASSUME NO RESPONSIBILITY OR LIABILITY FOR GYPSUM
PANELS NOT APPLIED AND FINISHED IN STRICT CONFORMANCE WITH THE PUBLICATION AND THE
MORE STRINGENT REQUIREMENTS LISTED BELOW.
2, PRIOR TO GYPSUM PANEL PRODUCT ERECTION ALL WOOD ANP/OR METAL FRAMING SHALL
BE VERIFIED TRUE TO LINE AND PLUMB. THIS MAY BE ACHIEVED BY USE OF LASERS, LASER
LEVELS, AND OTHER HIGH PRECISION ELECTRONIC DEVICES. THE VERIFICATION MAY BE
DOCUMENTED WITH DIGITAL PHOTOGRAPHY AND DIGITAL VIDEO RECORDING. THE FRAMING
VERIFICATION SHALL ENSURE THAT ALL STUDS AND PLATES ARE ALIGNED TO WITHIN 1/16" IN ANY
10 FOOT AREA AND Y4" OVER ANY WALL TOTAL LENGTH DISTANCE. STUDS SHALL BE ALIGNED
TO PLUMB WITHIN 1/16" IN ANY 10 FOOT AREA AND 3/32" TOTAL FROM TOP TO BOTTOM.
3. WHERE GYPSUM PANEL PRODUCTS ARE NAILED TO WOOD CROSS FURRING ON CEILING THOSE
FURRING MEMBER'S SHALL NOT BE LESS THAN 1 1/2 X 11/2" ACTUAL SIZE AND SHALL BE
INSTALLED PER TABLE 1, 2, OR 3 ON THE GA -216-2013 PUBLICATION. WHERE SCREW
APPLICATION IS USED WOOD FURRING MEMBERS SHALL NOT BE LESS THAN 3/4"X 1 1/2" ACTUAL
SIZE
4. UNLESS SPECIFIED HEREIN, THE SURFACES TO WHICH THE ABUTTING GYPSUM PANELS
PRODUCT EDGES OR ENDS ARE ATTACHED SHALL NOT BE LESS 1 1/2" WIDE FOR WOOD FRAMING
AND 1 1/14" WIDE FOR STEEL FRAMING MEMBERS. AT INTERNAL CORNERS OR ANGLES BEARING
SURFACES SHALL NOT BE LESS THAN 3/4"
5. THE ATTACHMENT SURFACE OF ANY FRAMING OR FURRING MEMBER SHALL NOT VARY MORE
THAN 3/32" FROM THE PLANE OF THE FACES OF ADJACENT FRAMING OR FURRING MEMBERS.
SPACING OF THE FRAMING MEMBERS SHALL BE PER TABLE 1 OR PER CODE TABLES WHICH
EVER IS MORE STRINGENT. PROVIDE ADDITIONAL SUPPORT FOR THE SUPPORT OF CEILING
FIXTURES.
6. WHEN LOOSE FILL INSULATION IS USED ABOVE THE CEILING, THE ATTIC INSULATION SHALL BE
INSTALLED IMMEDIATELY AFTER THE CEILING PANEL PRODUCT IS APPLIED AND BEFORE
GYPSUM PANEL PRODUCTS ARE TAPED OR ANY OTHER WET FINISHING OPERATION ARE 3EGUN
ON THE WALLS OR CEILING.
1. WHEN THERMAL INSULATION INSTALLED ABOVE CEILINGS IS SUPPORTED BY THE GYPSUM
PANEL PRODUCT CEILING MEMBRANE, THE WEIGHT OF THE OVERLAID INSULATION SHALL NOT
EXCEED THE MAXIMUM WEIGHT SHOWN IN TABLE 4 FOR THE GYPSUM PANEL PRODUCT TYPE ,
THICKNESS, NUMBER OF LAYERS AND FRAMING SPACING. CONSULT THE INSULATION SUPPLIER
FOR INSULATION WEIGHT INFORMATION
8. GYPSUM PANEL. PRODUCTS SHALL NOT BE CUT BY SCORING AND BREAKING
9. CUT ALL GYPSUM PANEL PRODUCTS BY SAWING WITH A DEVICES THAT ENSURES STRAIGHT
LINE CUTTING TO WITH 1/16" OVER THE LENGTH OF THE BOARD
10. ALL CUT EDGES SHALL BE SMOOTHED AS NECESSARY TO OBTAIN NEAT FITTING JOINTS.
11. ALL HOLES AND CUT SHALL BE ACHIEVED BY USE OF A ROUTER
12. GYPSUM PANEL PRODUCTS SHALL BE APPLIED FIRST TO CEILINGS AND THEN TO WALL.
APPLY AND COMPLETE HANGING ALL CEILINGS BOARDS IN THE ENTIRE BUILDING BEFORE
INSTALLING THE FIRST WALL BOARD.
13. GYPSUM PANEL PRODUCT JOINT SHALL BE LOCATED SO THAT NO JOINT WILL OCCUR WITHIN
12" OF THE CORNER OF A WINDOW OR DOOR OPENING UNLE55 CONTROL JOINTS ARE TO BE
INSTALLED AT THESE LOCATIONS.
14. JOINTS ON OPPOSITE SIDES OF PARTITIONS SHALL NOT OCCUR ON THE SAME STUD.
15. ALL ENDS AND EDGES OF GYPSUM PANEL PRODUCT JOINTS, EXCEPT THOSE LISTED BELOW
IN 15, 16, AND lrt BELOW, SHALL BE LOCATED OVER FRAMING MEMBERS OR OTHER SOLID
BACKING.
16. TREATED OR UNTREATED GYPSUM PANEL PRODUCTS AT RIGHT ANGLES TO WALL OR CEILING
FRAMING MEMBERS NEED NOT BE LOCATED OVER FRAMING OR OTHER SOLID BACKING.
11, GYPSUM PANEL PRODUCTS EDGES OR ENDS, ORIENTED AT RIGHT ANGLES TO WALL FRAMING
THAT OCCUR ABOVE CEILINGS IN CONCEALED SPACED WHEN THE GYPSUM PANEL PRODUCT IS
TERMINATED AT LESS THAN FULL HEIGHT OF THE FRAMING NEED NOT BE LOCATED OVER
FRAMING G OR OTHER SOLID BACKING.
18. WHEN ADHESIVES ARE USED BETWEEN LAYERS IN MULTI -LAYER GYPSUM PANEL PRODUCTS
SYSTEMS, JOINT IN THE SECOND AND SUBSEQUENT LAYERS NEED NOT BE LOCATED OVER
FRAMING MEMBERS.
19. IN SINGLE LAYER GYPSUM PANEL PRODUCTS SYSTEMS, END JOINTS PARALLEL TO AND ON
THE SAME SIDE OF THE FRAMING MEMBERS SHALL BE STAGGERED BETWEEN ALTERNATE
COURSES OF GYPSUM PANEL PRODUCTS AND FROM JOINTS ON THE OPPOSITE SIDE OF THE
FRAMING MEMBERS
20. IN MULTI LAYER GYPSUM PANEL PRODUCTS SYSTEMS, ENp JOINT PARALLEL TO AND ON THE
SAME SIDE OF FRAMING MEMBERS SHALL BE STAGGERED BETWEEN ALTERNATE COURSES OF
GYPSUM PANEL PRODUCTS
21, BASE LAYER END JOINT PARALLEL TO AND ON ONE SIDE OF THE FRAMING SHALL BE
STAGGERED FROM THE BASE LAYER END JOINT ON THE OPPOSITE SIDE OF THE FRAMING
MEMBERS
22. WHERE ADJACENT LAYERS ARE APPLIED IN THE SAME DIRECTION, EITHER PARALLEL OR
PERPENDICULAR APPLICATION, JOINTS SHALL BE OFFSET BETWEEN LAYERS, HORIZONTAL
JOINTS SHALL BE OFFSET NOT LESS THAN 12" AND VERTICAL JOINTS SHALL BE OFFSET NOT LESS
THEN ONE CAVITY SPACE.
23. GYPSUM PANEL PRODUCT SHALL BE ABUTTED AT JOINTS SO AS TO BE IN CONTACT WITH
ONE ANOTHER BUT NOT FORCED TOGETHER FOR THE FULL LENGTH OF THE JOINT. ANY GAPING
OR SPACE BETWEEN BOARDS AT JOINTS INCLUDING AT INSIDE AND OUTSIDE CORNERS SHALL
BE CONSIDERED DEFECTIVE; INSTALLATION. IN FIRE RATED WALL CONSTRUCTION IS SHALL BE
CONSIDERED GROUNDS FOR REJECTION BY THE ARCHITECT.
24. ALL FIRE RATED WALLS SHALL BE SUBJECT TO OBSERVATION BY THE ARCHITECT PRIOR TO
ANY JOINT COMPOUND BEING APPLIED AND AFTER THE COMPOUND IS APPLIED. MULTI LAYER
GYPSUM PANEL PRODUCT APPLICATION SHALL BE SUBJECT TO OBSERVATION BY THE
ARCHITECT AT EACH SUCCESSIVE LAYER PRIOR TO AND AFTER THE APPLICATION OF THE
COMPOUND AT EACH LAYER.
25. THE GC SHALL PROVIDE THE ARCHITECT WITH 3 DAYS NOTICE PRIOR TO EACH
OBSERVATION PERIOD.
26. IN NON RATED SYSTEMS PROJECT THE GYP5UM PANEL PRODUCTS SHALL BE ABUTTED AT
JOINTS SO AS TO BE IN CONTACT WITH ONE ANOTHER BUT NOT FORCED TOGETHER FOR THE
FULL LENGTH OF THE JOINT AND THE GC SHALL PROVIDE THE ARCHITECT 3 DAYS NOTICE TO
OBSERVE THE PROJECT PRIOR TO ANY JOINT COMPOUND BEING APPLIED.
21. AT INSIDE CORNERS THE EDGE OR ENp OF THE ENTIRE FIRST WALL GYPSUM PANEL
PRODUCTS SHALL BE BROUGHT TIGHT TO FRAMING. THE SU55I=aUENT WALL SHALL BE BROUGHT
TIGHT TO THE FIRS WALL PANEL PRODUCT. THE BOARDS SHALL ABUT TIGHT BUT NIT BE
AD D I i I ONAL NO
FORCED. NO FRAMING SHALL BE VISIBLE THROUGH T }E CORNER 1. �Or' COY '5U1„� i�>4N L PRODUCTS USED IN FIRE AND OR SOUND RESISTIVE
28. AT OUTSIDE CORNERS THE FIRST WALL BOARD SHALL BE BROUGHT FLUSH TO THE SECOND
455EM15LIES THE 4PP'LICA5LE 5UILDING CODES SHALL C30VERN. SYSTEM
WALL FRAMING PLANE. THE SECOND WALL PANELS 51-4ALL BE BROUGHT FLUSH TO THE OUTSIDE
DETAILS 1=0R 1=1R� ,4ND SOUND SN,�,LL 8E CONSTRUCTED PSR THE
FACE OF THE FIRST WALL PANELS. NO FRAMING SHALL BE VISIBLE THROUGH THE CORNER.
ASSOCIATION PU5LIC,4TION ENTITLED FIRE RESISTIVE DESIGN MANUAL
wQto�
ElD)�-
29. DO NOT ATTEMPT TO CONSTRUCT THIS PROJECT UNLE55 YOU HAVE THE CAPABILITY TO
PROVIDE A VIRTUALLY "GAP I=REE" GYPSUM PANEL PRODUCT INSTALLATION. WHERE
2
ATTIC AND SIMILAR UNCONDfTIONI=p SF,4C5 ,430 CY'SUl"f',4N1=L
APPROVED BY THE ARCHITECT ON SITE, GAPS 1/4"WIDE AND LESS MAY REMAIN.
PRODUCTS SHALL 5E VENTILATED 5Y PROVING GROSS VENTILATION 1=0R
4
wow otzq
ALL SPACES BETWEEN TNrz ROOF AND THE TOP FLOoR LEVEL CEILING
30. GAPS BETWEEN I/S" AND 1/4" WIDE SHALL BE PRE -FILLED WITH SETTING TYPE JOINT
3.
IN THE STATE OF FLORIDA ONLY LICENSED DRYWALL CONTRACTORS
COMPOUND
SIa1ALL IN5TALL r_:�YF'SUM P,4NEL FRODUCTS OR ANY COI"1fiz1ONEENT THEREOF.
31, GAPS LESS THAN 1/S" WIDE SHALL BE PRE -FILLED WITH EITHER DRYING -TYPE OR SETTING
4.
ALL GPS' SHALL FOR. EACH PROJECT SECTION AND INSTALL AREA SHALL
TYPE COMPOUND
BE OF THE SAME MANUFACTURER AND TYPE. DO NOT CROSS MIX
32. GYPSUM PANEL PRODUCTS APPLIED TO WALLS SHALL BE APPLIED WITH THE BOTTOM EDGE
MANUFACTURERS OR C:�FF TYPES
SPACED AT A MINIMUM OF 1/4"ABOVE THE FLOOR.
USE ONLY GLASS MATT GPP FOR 5EHIND CERAMIC, TILE AND WET AREAS.
�.
ALL MATERIALS SHALL COMPLY WITH SECTION 2 OF GA -21(o -2013. THE
33. A CONTROL JOINT SHALL BE INSTALLED WHERE A PARTITION, WALL, OR CEILING TRAVERSES
GYSP'UM PANEL P'R'ODUCT MANUFACTUF,:)ER 51 -ALL ENSURE THAT THE
A CONSTRUCTION JOINT (EXPANSION, SEISMIC, OR OTHER BUILDING ELEMENT EXPANSION
CONTROL ELEMENTS)
PANELS COMPLY I,UITN ALL THE ASTM ST,4NAfi`D5 LISTED
34, CONTROL JOINT SHALL BE INSTALLED WHERE A WALL OR PARTITION RUNS IN AN
UNINTERRUPTED STRAIGHT PLANE EXCEEDING 30 LINER FEET.
35. CONTROL JOINT IN DIRECT APPLIED INTERIOR CEILING AND SUSPENDED CEILING WITHOUT
PERIMETER RELIEF SHALL BE INSTALLED 50 THAT LINER DIMENSION BETWEEN CONTROL JOINT
DO NOT EXCEED 30 FEET.
36. CONTROL JOINT IN SUSPENDED CEILING WITH PERIMETER RELIEF SHALL BE INSTALLED SO
THAT NO LINER DIMENSION BETWEEN CONTROL JOINTS DO NOT EXCEED 50 FEET.
31. CONTROL JOINT IN EXTERIOR CEILING AND SOFFITS SHALL BE TALENTED SO THAT LINER
DIMENSION BETWEEN CONTROL JOINTS DO NOT EXCEED 30 FEET
38. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING MEMBERS CHANGE
DIRECTION.
39. FASTENERS AT GYPSUM PANEL PRODUCTS EDGES AND ENDS SHALL BE LOCATED NOT LESS
THAN 3/8"FROM THE EDGE OR END. IN PERPENDICULAR APPLICATIONS FASTENERS AT EDGES
AND ENDS SHALL BE LOCATED NOT MORE THAN 1" FROM THE EDGE OR END. DO NOT FASTEN
PERIMETER INTO THE TOP OR BOTTOM PLATES COR FURRING) OF WALL EXCEPT AT FIRE RATED
WALLS, STRUCTURAL PERFORMANCE WALLS, OR OTHER SPECIAL CONDITIONS THAT REQUIRE
SUCH ATTACHMENT.
40, GYPSUM PANEL PRODUCTS SHALL BE HELD IN CONTACT WITH FRAMING MEMBERS OR
UNDERLYING SUPPORT WHEN DRIVING FASTENERS. ANY EVIDENCE THAT THE BACK OF THE
BOARD IS NOT IN FULL CONTACT SHALL BE CAUSE AND MANDATE FOR REJECTION BY EITHER
ARCHITECT AND/OR LOCAL GOVERNMENT INSPECTOR
41. SCREWS INTO WOOED FRAMING SHALL PENETRATE A MIN 3/411, FOR 1/2" PANEL PRODUCTS USE A
1 1/4" LONG SCREWS.
42. SCREWS SHALL BE DRIVEN 50 THAT THE SCREW HEAD ARE SLIGHTLY BELOW THE GYPSUM
PANEL PRODUCT SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR
STRIPPING THE FRAMING MEMBER AROUND THE SCREW SHANK.
43. DO NOT USE STAPLES TO SECURE THE GYPSUM PANEL PRODUCTS TO THE FRAMING.
44. DO NOT USE NAILS TO SECURE THE GYPSUM PANEL PRODUCTS TO THE FRAMING
45. USE ONLY SCREWS TO SECURE THE GYPSUM PANEL PRODUCTS TO THE FRAMING
46. FASTENER TYPE, SIZE, AND SPACING FOR FIRE RESISTANCE RATED ASSEMBLIES SHALL BE
IN ACCORDANCE TO THE SPECIFIED FIRE RATED DESIGN.
41. AT CEILING WALL INTERSECTIONS, THE FIRST SCREW FASTENER INTO EACH CEILING FRAMING
MEMBER, FRAMED EITHER PERPENDICULAR OR PARALLEL TO THE WALL SHALL BE LOCATED
NOT MORE THAN 12" OUT FROM THE INTERSECTION.
48. USE THE FLOATING ANGLE METHOD OF APPLICATION TO MINIMIZE THE EFFECT OF TRUSS
UPLIFT IN ALL LOCALES WHERE THE WIND V -ULT IS GREATER THAN 120 MPH.
49, SCREW SPACING ON WALL AND CEILING SHALL NOT BE LESS THAN SPECIFIED IN THE 2014
I=BC CODES 5TH ED., BUT IN NO CASE SHALL IT BE LESS THAN 12" ON WALLS. ON CEILINGS IT
SHALL NOT BE LESS I"
50. FLOATING ON INTERIOR WALL ANGLES OR CORNERS SHALL NOT BE PERMITTED
51. ALL HORIZONTAL JOINTS IN THE FIELD OF WALLS AND CEILING SHALL BE TAPERED EDGE TO
TAPERED EDGE. TAPERED EDGE TO CUT EDGE SHALL NOT BE PERMITTED. CUT EDGE TO CUT
EDGE HORIZONTAL JOINT IN WALL SHALL NOT BE PERMITTED.
52. ALL CORNER BEAD SHALL BE NAILED AT 9" OC EACH EDGE STAGGERED.. DO NOT USE
CRIMPING TOOL METHOD. DO NOT USE PAPER TAPE METHOD.
53. ARRANT E GYPSUM PANEL PRODUCT APPLICATION OVER STEEL FRAMING SO THAT THE
LEADING EDGE OE EACH PRODUCTS IS ATTACHED TO THE OPEN OR UNSUPPORTED EDGE OF
THE STEEL STUD FLANGE (SEE FIG 9 ON THE GA SPEC
54. SCREWS SHALL BE OF SUFFICIENT LENGTH TO PENETRATE THE FRAMING NOT LESS THAN 1/2"
55. WHERE RESILIENT FURRING CHANNELS ARE USED OVER WOOD OR STEEL FRAMING THE
SCREWS USED TO ATTACHED THE GYPSUM PANEL PRODUCT TOT EH FURRING SHALL NOT
CONTACT THE FRAMING.
56. EXTERIOR GPP SOFFIT BOARDS SHALL BE INSTALLED ON FRAMING AT 16" OC FOR Yz"
3OARD5 AND 24" OC MAX FOR Y BOARDS.
5-1. EXTERIOR SOFFIT BOARDS SHALL BE INSTALLED LEVEL OR SHALL SLOPE DOWN AWAY
FROM THE BUILDING.
58. EXTERIOR GPP SOFFIT BOARDS SHALL BE INSTALLED WITH Y4" MIN SPACING OR GAP AWAY
FROM THE VERTICAL EDGES OF THE WALL/ FASICA BAORDS.
ANTHONY E. aFBN AR0008S
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THESE DOCUMENTS TO THE
ORIGINAL SITE OR PURPOSE FOR
WHICH THEY HERE PREPARED.
REPRODUCTIONS, CHANGES. OR
ASSIONXENTS ARE STRICTLY
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DRAWN: AE
CHECK: AE
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T"SE DRAWINGS ARE COPY-
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XAMAORNENT, LLC, 8018
THIS COPYRIGRT AND OTHER
RIGHTS RESTRICTS TOW USE OF
THESE DOCUMENTS TO THE
ORIGINAL SITE OR PURPOSE FOR
WHICH THEY HERE PREPARED.
REPRODUCTIONS, CHANGES. OR
ASSIONXENTS ARE STRICTLY
PROHIBITED.
DRAWN: AE
CHECK: AE
C:\UserslTony HP Laptop\Dropbox\_2018 Projects\2018-02612018-026 A500.dwg, A500 GYP PNL SPECS, 9/28/2018 4:54:40 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (24.00 x 36.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
C:\Users\Tony HP Laptop\Dropbox\_2018 Projects\2018-026\2018-026 A601.dwg, A601 STD HC DTLS, 9/28/2018 4:54:43 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
VATORY NOTES:
C
6 F—JVIDE A CLEAR SPAE 30"x48" IN FRONT
'
C]
THE LAVATORY.
40" DEEP CLEAR FLOOR SPACE MAY
- �--<tTEND 19" MAX UNDERNEATH THE LAY- 4
E=i n2
Y MAX. OF 6" CAN EXTEND INTO THE REQ.
�-'`P SPACE.
Ill, KNEE CLR. 09" TO 27" 7(E CLEARANCE IS FROM l0" TO 9") AFF 4
MIN. %�), 'T"I
6:` MIN. BEYOND THE LOWER POINT OF THE
- - - - - -
PULL SIDE I (--------r----I
PULL SIDE PULL SIDE
W
cn
t�iltq
II" MIN PEEP TAPERING
a" "IEE CLEARANCE, AND 11" MIN, FROM THE
MIN. DOWN t0 8" MIN. DEEP ONT EpUI OF LAV.
I 1+ --CLEARANCE I
L 1 SPACE REQ. I �l I
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W 6, � ko
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LEy�ER NAND! -E ON I✓ AUC T
- �, rEE CLEARANCE Is FROM (9" TO 21") AFF �
II° MIN. CLR AT THE LOWER PORTION
TAPERING DOWN TO a" MIN. CLR AT THEI
UPPER PORTION-
- ALL DRAIN 4 HOT WATER PIPES UNDER LAY-
NEED TO BE INSULATED OR COVERED w/
� I I � --_ _ I `� I I
- I
I I I
I I I I
I I PROVIDE MIN. 10" HT. Ia" MIFL CLEAR - �` fall MIN. 1 CLR
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I'-5" MIN
I TOE Cl A BOOT OR SHIELD TO PREVENT CONTACT.
I BOTTOM RAIL KICK WHEN 'X'
I PLATE I
I I
T/I C'2 14 1 `d'"t
- ALL SHARP 4 ABRASIVE SURFACES UNDER
6; J r (0 TO 9 AFF) IS THE LAY. NEED TO BE COVERED TO
I I AT ACCESSIBLE DOORS GREATER
I
N coq �w
X
<L
_
I BEYONDr E PREVENT CONTACT,
- DOORS SHALL NOT SWING INTO THE REQ.
CLEAR SPACE.
30"x4a" CLR FLR - TOP OF LAVATORY SHALL BE 34" MAX, AFF
6"MAX 6' MIN. SPACE - BOTTOM OF FRONT APRON SHALL BE 29"
CAN EXTND- 19" MAX. MIN
I I I THAN 8"
I ADD. CLR SPACE x
PROV, BUMPS -
IF DOOR
W �O Via,
L
Il"MIN UNDER LAY- w/ 6" MAX__
CLEAR MI I 12" I EQUIP. / 150TREQ.
32" MIN. DOOR� IN POCr-ET TO PREVENT M FULLY H
Q
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INTO REQ. TOE SPACE FAUCETS:
19' MAX. CLR FLOOR - FAUCET CONTROLS AND OPERATING MEGH.
I32"
'� RECEDING fi LATCH 4 CLOSER
I I MIN. I I I i DOOR AT RECESS
p
INSULATE HOT WATT=R PIP1=
X
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0
P GE BELOW LAV. SHALL 8E OPERABLE WITH ONE HAND, AND
CANNOT REQUIRE GRASPING, PINCHING,
OR TWISTING OF WRIST.
- THE FORCE TO OPERATE THE FAUCET
I CONTROL SHALL BE 5 LBF. MAXREQ.w
I I
I I OR ALCOVE
G i � I • DOOR 4 HARDWARE NOTES:
r-- CLEARANCE • UNINTERRUPTED SPACE AT BOTTOM OF DOOR SHALL BE 10".
SPACE
Yui'
;^• ;
AND DRAIN PIPI; (IF NOT
IN
611 MAX.
a - PUSH -TYPE 4 ELECTRONICALLY
- CONTROLLED MEGH, ARE ACCEPTABLE.
- �L
I PUSH SIDE I I
I TH�� 1-OLP MAX. HT. SHALL BE 1/2" w/ MAX. VERTICAL CHANGE
. EXIT DOORS SHALL BE OPERABLE POW INSIDE WITHOUT USE OF
•,•°
COYI=RI=D OR CAP INET)
e
SI MAX TOE
- SELF-CLOSING VALVES ARE To REMAIN
I OPEN FOR 10 SECONDS MIN.
L - - - - - J - - KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT
p •p•
• a•
�\ ••
KNEE CLEARANCES
I
HARDWARE SHALL BE OPERABLE FROM SINGLE EFFORT, NO
GRAS IST MOVEMENT ( LEVERS, PU8H-PULLS OR
••�
4x Yaa
I� MIN.
DEVICES ))
z
30" WIDE
DEPTH
'�I, MAx. llvto THE
HARDWARE SHALL BE MOUNTED AND CENTER AT 30" - 44" Ht.
\'
301, WIDE
REQ. TOE SPACE
AFF
DOOR CLOSERS MUST BE SET 80 THAT IT TAKES AT LEAST 5
30" W x 48" pMIN-
CLEARANCE m SLIDING POOR DOOR LANDING CLEARANCES SEG. TO GLOBE FROM AN OPEN POSITION OF 90 DEG. TO WITHIN
12' OF THE LATCH
ANTHONY E. ZWHN dR0009781
CLR FLR SPACE
PLOWABLE CL RE / OPENING FORCE: INT. DOORS 5 LBF.
MAX. EXT. DOORS - 8 LBF. MAX
LAVATOF ;� i2EQU 1 fREMENT
I AX
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Scale: NTS
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Scale: NTS
Scale: NT5
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-._ ..•....__. _ ____.__ _ __-
24" x 36"
MIRROR
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11
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t� BAR DIA.
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- - - - "iii��� -I�l _
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GRAB BAR CLEARANCE
Q a 0.� 0 0
SINGLE OR MULTIPLE ACCOMMODATION RESTROOM
PROVIDE 45" BAR PROVIDE 42" BAR
11
• GRABBARB BHALL NOT ROTATE WITHIN THEIR FITTINGS
• GRA15 BARS 4 THE ADJACENT SURFACES HAVE ROUNDED EPGEB FREE OF SHARP OR
TO ENSURE t0 ENSURECOMPLIANCE COMPLIANC
54" MIN. ZE
r lil r% Nu r O
Q V V r V ~
N
• ABRASIVE ELEMENTS WITH A 1/8" MIN. RADIUS
TOILET PAPER 36°
Ik 1
ui Q
50AP DIS
THE GRAB BARS AND SUPPORTING STRUCTURE ALLOW FOR A VERTICAL 4 HORIZONTAL
12" 42" MIN DISPENSER MIN_T �k
MAX.
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BENDING STRESS, SHEAR 4 TENSILE FORCE OF 250 LBS MIN.
MIN MIN.
L x
GRAB BARS HAVE AN OUTSIDE OF
- A 30"x4a" CLR FLOOR SPACE IS PROVIDED AT EACH ACCE85IBLE ACCESSORY.
SHALL NOT SWING
�
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SEE NOTE
DIAMETER 1 1/4" TO 1 1/2" MAX.
_ _ _
- DOORS INTO CLEAR SPACE IN FRONT OF THE ACCESSIBLE ACCESSORY
I
_
t-' OFFSET
n
THE SPACE BETWEEN THE GRAB BAR 4 ANY PROJECTING OBJECT BELOW ORAT EACH
1 I ,
V R
- ALL CONTROLS ARE WITHIN COMPLIANT REACH RANGES AND ARE OPERABLE WITH ONE
HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST
WASTE
END 18 1 1/2
2
It!
- FORGE TO OPERATE OR ACTIVATE CONTROLS IS 5 LBS. MAX.
BABY CHANGING STATION SHOULD NOT BE INSTALLED SO THAT THEY INTRUDE ON ANY
NOTE #3
• THE SPACE BETWEEN THE GRAB BAR 4 ANY PROJECTING OBJECT ABOVE 18 1811 MIN.
IY = -1 FLUSH VALVE
m p W ON WIDE SIDE
REQUIRED CLEAR SPACE IN THE OPEN POSITION. IT IS PREFERABLE NOT TO LOCATE
• GRAI3 BARS ARE LOCATED MIN 33" TO THE TOP OF GRIPPING SURFACE 4 MAX 36" TO THE
TOP OF GRIPPING SURFACE.m
• THE SIDE GRAB BAR IS 42" MIN IN LENGTH 4 LOCATED 12" MAX FROM WALL
0
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-7 - L
THEM IN THE ACCESSIBLE STALL.
- SOAP OR OTHER DISPENSERS LOCATED ON THE BACK WALL OF THE LAVATORY SHOULD
13EE4P 11 MAX. TO THE HIGHEST OPERABLE PART IF THE LAY. OR COUNTER 15 20" OR LESS
DISPENSERS, UNITS, HOOKS, AND SHELVES
p
!�
15 MIN 5EE PLAN KNEE CLEARANCE
BACK 4
a� � a
P16FI05AL COAT MAY OVERLAP THE CLEAR
PER 5ECTION 306
EXTENDING 54" MIN. FROM WALL
- y g �_ = u1
r Q u ry �
SPACE OF THE TOILET BY 3".
ACCESSORIES CAN NOT ESE LOCATED IN THE CLEAR SPACE OF ANY DOOR
ADA -ABA ACS.
THE BACK GRAB BAR 15 .36" MIN. IN LENGTH, LOCATED 12" MIN. FROM CENTER LINE OF
�' TO g'
OR OTHER ACCESS
TOILET TOWARDS THE NEAR WALL 4 24" MIN. IN THE OTHER DIRECTION.TO
- SEAT COVER DISPENSER CAN NOT BE LOCATED ON THE BACK WALL BEHIND THE TOILET.
ELFEVATION
SIDE ELEVATION
AT 3et,2 TO -/
MAX.
0
NSULATE HOT SUPPLY AND UJASTE,
TOP OF BAR TO 16 TO 18"
ENSURE
To FINISH
�tM1 ANG5J'--t1 '& AT WATER C�T��ET5
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13
TOILET A WHEELCHAIR MEASURING 30"W
U
• SUFFICIENT SPACE IB REQUIRED IN ROOM FOR x
48"L TO ENTER ROOM AND PERMIT DOOR TO CLOSE.
20" 20" 25"
• WHEN DOOR IS LOCATED IN CORRIDOR 51DEWALL AND SWINGS INTO CORRIDOR, MIN.
-
LU MAX. MAX. 40"
q
6
WIDTH OF CORRIDOR SHALL BE 60".3
NOTES:
w
• FLUSH CONTROL SHALL BE LOCATED TO MINIMIZE EXCESS BODY MOVEMENT (STANDARD
AS APPROVED BY ARCHITECT/ENGINEER)
• FLUSH CONTROL SHALL BE OSCILLATING HANDLE w/MAX- 3 LBF OPERATING FORCE,
_ _ _ _ _ _ _ _ - ALL REACH RANGES ARE FROM 30" x 413" LEvER CLEAR SPACE OF (291.) SLOPE MAX.
j- -j - ALL OPERABLE PARTS ARE WITHIN COMPLIABLE REACH RANGES
4 X x I I - DOORS SHALL NOT SWING INTO THE REQUIRED CLEAR SPACE
- ALL CONTROLS SHALL BE OPERABLE WITH ONE HAND AND DO NOT REQ, TIGHT GRASPING,
w
LU >
/y®w
ELECTRIC OPERATION, OR APPROVED EQUAL.
F I 1 PINCHING, OR TUR`lING OF THE WRIST
p _
- FORCE TO OPERATE ANY CONTROLS SHALL BE 5 LBB. MAX.
NO 5:
® ®
• TOILET COMPOSITION DOORS SHALL BE EQUIPPED w/ LOOP OR U-BHAPEp HANDLE
IMMEDIATELY BELOW LATCH.
60" PIA. TURNING SPACE IN THE RESTROOM WITH A CLEAR HT. OF 2-1" MIN. AFF. THE
Q _ v v "�
I I FORWARD REACH RANGE:
= l ° ° UNOBSTRUCTED FORWARD REACH RANGE IS 15" MIN. TO 4a" MAX.
I. �
- CONTROL LIGHTING, MITCHEB,
RECEPTACLE OUTLETS,
APPLIANCES COOLING,
!�
�„
TURNING SPACE CAN OVERLAP CLEAR SPACES OF OTHER FIXTURES, AND POOR CAN
- - - - - - - - - _
D F - OBSTRUCTED FORWARD REACH RANGES SHOULD HAVE THE SAME CLEAR DEPTH BELOW
HEATING AND VENTILATING
V
EQUIPMENT SHALL BE LOCATED
SWING INTO THE TURNING SPACE BY 12" MAX.
THE OBSTRUCTION B
AS THE REACH DEPTH AOVE
UNOBSTRUCTED OBSTRUCTED OBSTRUCTED - 055TRUCTED FORWARD REACH RANGE OVER AN OBJECT SHALL BE:
ELEC. WALL NO MORE THAN 4911 FROM T.O.
SWITCH OUTLET BOX AND NO LESS THAN
® b
q
LL
• RESTROOM DOOR SHALL NOT SWING INTO REQUIRED CLEAR SPACE OF ANY RESTROOM
4a" MAX, WHEN LESS THAN OR EQUAL TO 20' IN DEPTH
15" FROM BOTTOM OF OUTLET
FIXTURE.
• PROVIDE A 36" MIN. ACCESSIBLE ROUTE TO THE AGGESBIHLE SINGLE ACCOMMODATION
RESTROOM WITH COMPLIANT CLEARANCES AT DOORS AND AROUND OBJECTS
44" MAX. WHEN GREATER THAN 20" AND LESS THAN OR EQUAL TO 25" IN DEPTH
30..IMAX SIDE REACH RANG
RANGE:
BOX TO THE LEVEL
FLOOR
FFLOOR OR WORKINGLATFORM.
7P
- CONTROLS AND OPERATING
�!
pp1
Y• cc
-UNOBSTRUCTED SIDE REACH: CLEAR FLOOR SPACE SHALL BE 10" MAX. FROM WALL
_ _
O o MECH. SHALL BE OPERABLE WITH
• PROVIDE PRIVACY LATCH LOCATED ABOVE THE HC COMPATMENT POOR PULL.
- UNOBSTRUCTED BIDE REACH: HEIGHT SHALL BE 54" MAX 4 LOW REACH OF 9" MIN. AFF
W I I - AT OBSTRUCTED SIDE REACH: HEIGHT OF OBSTRUCTION SHALL BE 34" MAX. AFF (FLR
ONE HAND AND SHALL NOT
REQUIRE TIGHTTGRASPING,
� LL`
q
,
• FACE OF DOORS WITHIN 10' AFF TO HAVE FULL WIDTH SMOOTH KICK PLATE.
_ „
MOUNTED) AND 48 MAX. AFF (WALL MOUNTED) WHEN DEPTH OF OBSTRUCTION 15 LESS
THAN 10" AFF.
PINCHING OR TWISTING OF THE
T
Z
• PROVIDE ONE ACCESSIBLE LAVATORY IN THE HC STALL.
X
i - - - - AT OBSTRUCTED SIDE REACH: HEIGHT OF OBSTRUCTION SHALL BE 34" MAX. AFF (Fl -R.
WRIST. THE FORCE REQ. TO
CONVENIENCE ACTIVATE CONTROLS SHALL BE
Q 4
WATER C OS T:
\ =y MOUNTED) AND 46" MAX. AFF (WALL MOUNTED) WHEN DEPTH OF OBSTRUCTION IS MORE
n /r \ I I THAN 10" 4 LESS THAN 24" AFF.
WALL OUTLET NO GREATER THAN 5 LBB. OF
FORCE.
�: N �+�
�♦
�
16 fall FROM THE SIDE WALL TO ITS CENTERLINE
\
\ 10" -q q 10" - 2411 I
OUTLERECET
TOILET IS LOCATED TO
MAK E — roc E F
FLUSH VALVE LEVER IS LOCATED ON WIPE SIDE OF TOILET 4 44" MAX AFF
• Fl).15H VALVE REQUIRES 5 LB . MAX FORGE TO OPERATE
• TOP OF SEAT IS 11" TO 19" AFF
- - -
L 10 G m n
"
• SEAT HT. IS 2" MAX
. �� E M _ E
REVISIONS
• TOILET PAPER DISPENSER ALLOWS FOR CONTINOUS PAPER FLOW 4 DOES N07 CONTROL
DELIVERY
UNOBSTRUCTEP NARROW 0155TRUCTION NARROW 055TRUCTION DEEPER OBSTRUCTION
• TOILET PAPER DISPENSER 15 LOCATED111 TO 9" FROM THE FRONT OF THE TOILET TO THE
CENTER LINE OF THE DISPENSER
CONTROLS, SWITCHES, AND OUTLETS
INTENDED TO BE USED BY THE
Q
OCCUPANT OF THE ROOM
TOLIET 1;�,'OOM IREQUIFF-1ENT5
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CO1�1� 0 IC S
Sca le: NTS
Scale: NTS
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6" RAISED WHEELCHAIR
WAALLLMOUNTED SIGNAGE
all TO BE LOCATED ON
MIN. LATCH
Q
SIDE OF POOR CLEAR OF
POOR -SWING.
CHARACTERS RAISED CORRESPONDING
1/32" 4 2" HIGH MAX. GRADE 11 BRAILLE
NOTES:
RM. 101 - - GENERAL CONTRACTOR TO VERIFY EXISTING SIGNAGE IN FIELD AND PROVIDE NEW
.PROD NO.:10-024
„ 51GNAGE AS REQUIRED PER FL ACCESSIBILITY CODE
DATE: 9-28-18
1 -•� \ UPPERCASE
- A TACTILE EXIT SIGN WITH THE WORD "EXIT" SHALL IDENTIFY EACH GRADE LEVEL
EXTERIOR EXIT POOR
, \ CHARACTERS
\ \ LETTERING
REQUIRED * PERMANENT - A TACTILE EXIT SIGN WITH THE WORDS EXIT ROUTE' SHALL IDENTIFY EACH EXIT ACCESS
DOOR IDENTIFICATION DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT 15
REQUIRED TO HAVE A V15UAL EXIT SIGN
THESE DRAWINGS ARR COPY-
RICHTBD BY BDBSICN
HM'ACBXBNT, LLC; 2018
PYR D O
rll I �\ RAISED 1/32"
TACTILE SIGN IS IN ADDITION TO ILLUMINATED SIGN ABOVE
�GSS nTCTs uNR 0!
lJU
x
I� Q
- EXIT REQUIRED EXIT DOORS
I - CONTRACTED GRADE II BRAILLE PER 2012 FL AGGE8818LTY CODE SHALL BE USED
THESE DOCUxaNTS TO THE
ORIGINAL
Q
u�
X •r BCf F 1 0CFI 11111110
- LETTERS 4 NUMBERS SHALL BE UPPER CASE, BANS SERIF TYPE AND SHALL BE
ROOM SIGN ACCOMPANIED WITH GRAPE II BRAILLE
PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE
SITE OR PURPOSE FOR
WHICH THEY WERa PREPARED,
REPRODUCTIONS, CHANGES, OR
ASSIGNXBNTS ARE STRICTLY
1 /2 '
-
PROHIBITED.
\ 4 U1 U
F0
OF THE POOR MOUNTING LOCATION MUST ALLOW A PERSON APPROACH WITHOUT
ENCOUNTERING PROTUPING OBJECT5 OR STANDING WITHING THE SWING PATH OF
CORRESPONDING In<
�j `� �
GRADE II BRAILL Z F a V U
SHALL BE E
J10
v
r-
@m
O
POOR
LETTERS 4 NUMBERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO PER 2012 FL
BARAGT�EIRB RAISED w/1 -
1/4STROKE HIGHT ACCE551BLTY COPE
12' MIN. fi - CHARACTERS SHALL CONTRAST WITH BACKGROUND
•� DWN: �\E
WE CK.- AE
7FONT
SANS -SERIF UPPERCA5Et1 W
- CHARACTERS AND BACKGROUND SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE
GHARACTER5 5" HIGHT FINISH
1!
1 n
IAr�1
1(
OR FRT ," W i 4t X i 1K�
W/ 3/4" STROKE - SIGNAGE SHALL BE MOUNTED AT 60" AFP_ TO THE CENTER OF THE SIGN and per "103-23.
WEST STAT
N_Q
- RESTROOM SIGNS ARE S BWING. E LOCATED ApJAG>=Flt TO THE LATCH SIDE OF PDDR �EYOhIp tHE
ARC OF THE DooR S
TO ICK 87M AS ON
DUAL TO WEFT
EXIT DN
� F STAIRS EL MAIN LEV- �, ADDITIONAL MOUNTING REQUIREMENTS
�, LOCATION SHALL BE 50 THAT A PERSON APPROACHING WITHIN 3" OF SIGN DOES NOT
ENCOUNTER PROTRUDING 05JEGT5 OR WITHIN THE SWING OF A DOOR-
OOR-
-RESTROOM SIGNS ARE PERMANENT ROOM SIGNS HAVING RAISED CHARACTERS WITH BRAILLE
WOMEN,
BELOW STATING MEN, OR UNISEX WITH A 16" x IB" MIN_ CLR FLOOR SPACE IN FRONT 4
ALLOWS
A PERSON To APPROACH TO WITHIN 3" WITHOUT ENCOUNTERING PROTUDING OF3JEGT5
- RESTROOM SIGNAGE HAS A PICTOGRAM ABOVE THE TEXT IN A SEPARATE FIELD 6" MIN. HIGHQW
CORRESPONDING CORRESPONDING
GRADE 11 BRAILLE GRADE II BRAILLE
B
- RESTROOM SIGNAGE HAS 6" MIN, HT. ISA AOVE
eta
- SIGN IS MOUNTED SO THAT ITS BASELINE OF THE TOP ROW OF RAISED GHARACt1=R6 IS 6m" MAX
AFP 4 THE BASELINE OF THE LOWEST ROW OF TEXT IB 48" MIN AFF 4 E INT AFF TO THE CEE
NTRLINE
- RAISED CHARACTERS, PD PICTOGRAMS, ANSYMEsOL6 HAVE ANON -GLARE FINISH 4 CONTRAST WITH
TACTILE EXIT SIGN TACTILE 5TAIRWAY SIGN
A601
THEIR BACKGROUND
- RESTROOM IDENTIFICATION DOOR SIGNAGE IS TO BE LOCATED 60" AFF TO THE CENTERLINE ON
THE POOR, AND ARE TO BE DISTINCTLY DIFFERENT FROM POOR IN COLOR AND GONTRA8T
- THE SIGN SHOULD BE 1/4" THICK AND CONTRAST VISUALLY WITH THE DOOR
- THE SIGN SHOULD HAVE ROUNDED, CHAMFERED, OR EASED COSNEtR$ WITH A I/S" MIN. RADIUS
G;fRA5 5,4i;
TACTILE EXIT 51G�NA�E REQU'11RE1 1ENT5
j3
1
-_-
Scale: NTS
5Ga le: NTS
Sca le: NTS
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ALL CGINISTRUCTION SHALL COMPLY WITH CHAOTER 3 OF THE 2b17 FBC - ACCESSIBILITY - B
UiL INC BLOCKS
306 KNEE AND TOE CLEARANCE N �,
301GENERAL provisions of Chapter 3 shall apply where required by Chapter 2 or where referenced 304.3 Size. Turning space shall comply with 304.3.1 or 304.3.2. �m 306.1 C�eneraf. Where space beneath an element is included as part of cled 308 RrACH RANG- 5 � �
301.1 5cope.,1ent in this code. 304.3.1 Circular Space. The turning space shall be a space of 60 inches (IE25 mm) diameter minima• turning space, the space shall comply with 306. Additional space shall hour floor or ground space or 308.1 General. Reach ranges shall comply with 308. � W
by a requlre�R GROUND SURFACES The space shall be permitted to include knee and toe clearance com I in with 306, be rohfbfted beneath an element w �,
p y g i) but shall not be considered as part of the clear floor or ground space 6i p
302 FLOOR Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with 304.3.2 T -Shaped Space. The turning space shall be a T-shaped space within a 60 inch (1525 mm) 306.2 Toe Clearance. 7r turning space. �W h,�
302.1 General. square minimum with arms and base 36 inches (915 mm) wide minimum_ Each arm of the T shall be 308.2 f=orward Reach. � � cot,
ebkot~�
30z. obstructions 306.2.1 General. Space under an element between the finish floor or ground �w
clear of obstructions 12 inches (305 mm) minimum 1n each direction and the base shall be clear of and 9 inches (230 mm) 308.2.1 Unobstructed. Where a forward c�� 4� I ��
24 inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance above the finish floor or ground shall be considered toe clearance and shall comply with 306.2, reach Is unobstructed, the high forward 14� �,� C)co
complying with 306 only at the end of either the base or one arm_ 306.2.2 MaximumDepth.Toe clearance shall extend 25 laches (635 mm) maxin1�m under anelement, reach shall be 48 inches (1220 mm) maximum q �� p�
306.2.3 Minimum Required Depth. Where toe clearance is required at an element as part of a clear and the low forward reach shall II be 15 ��F, lka cam a
302.2 Carpet. Carpet or carpet the shall be securely attached and shall have a firm cushion, pad, or floor space, the toe clearance shall extend 11 inches (430 mm) minimum under the element- inches (380 mm) minimum above Q ��'t
backing or no cushion or pad.Garpet or carpet the shall have a level loop, textured loop, level cut pile, or °-- oa 306.2.4 Additional Glearance.Space extending greater than 6 inches (150 mm) beyond the available the finish floor or ground. K �
level cut/uncut pile texture. Pile height shall be 1/2 inch (13 mm) maximum. Exposed ed es of car etknee clearance at 9 inches (230 mm) above the finish floor or round shall not be considered toe clearance. o
shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge.Carpet 306.2.5 Width. Toe clearance shall be 30 inches (160 mm) wide minimum.
edge trim shall comply with 303. Y`
np-
{ �r .
OF fto,
Auk
VIA
2max2 rxt�a f
3
FIGURE 304.3.2 �.._ _. _.._..... � �
.. T -SHAPED TURNING SPACE
-tTtw, FIGURE 308.2.1
304.4 Door Swing. Doors shall be permitted to swing into turning spaces, "113: I UNOBSTRUCTED FORWARD REACH ,
308.2.2 Obstructed High Reach. Where a high forward reach 18 ~
FIGURE 3!02.2 305 CLEAR FLOOR OR GROUND SPACE over an obstruction, the clear floor space shall extenol ANTHONY E. 31IBN AR0009781
FIGURE 306.2 beneath the element for a distance not less than the roquired
CARPET PILE HEIGHT 305.1 General- Clear floor or ground space shall comply with 305. TOE CLEARANCE reach depth over the obstruction. The high forward reach shall
305.2 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or ground space shall comply be 48 inches over
me maximum where the reach depth is 20
with 302. Changes in level are not permitted.
EXCEPTION: Slopes not steeper than 1:48 shall be permitted. inches (510 mm) maximum. Where the reach depth exceeds 20
306.3 Knee Clearance, p
306.3.1 General.5 ace under an element between 9 Inches (230 mm) and 2-f inches (685 mm) above inches (510 mm), the high forward reach shall be 44 inches (1120
-302.3 Openinr�js. Openings in floor or ground surfaces steall not allow passage of a sphere more than 305.3 Size- The clear floor or ground space shall be 30 inches (-160 mm) minimum by 48 inches (1220 p mm) maximum and the reach depth shall be 26 inches (635 mm)
1/2 inch (13 mm) diameter except as allowed 1n 40`1.4.3, 409.4.3, 410.4, 810.5.3 and 810.10. Elongated mm) minimum, the finish floor or ground shall be considered knee clearance and shall comply with 306.3. p
306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element maximum.
openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. p
at 9 inches (230 mm) above the finish floor or ground.
-_- 306.3.3 Minimum Required Depth. Where knee clearance is required under an element as art of a
t3ttrn{cgJn - ti in _--^TMS clear floor space, h e knee earance shall be 11 inches (28� mm) deep minimum at 9 inches (230 mm)
�'"'•�'-�✓°`r*y t above the finish floor or ground, and 8 inches (205 mm) deep minimum at 21 inches (685 mm) above thet us
1�
finish floor or ground. _0
3 306.3.4 Clearance Reduction, Between 9 inches (230 mm) and 2-1 inches (685 mm) above the finish
Floor or ground, the knee clearance shall be permitted to reduce at a rate of I inch (25 mm) in depth for
each 6 inches (150 mm) in height.
t tri
i it16 1t r1� 306.3.5 Width. f<riee clearance shall be 30 inches (Irbo mm) wide minimum. •
s�#niysttti�gc3r� fi q# 1r�s -g
1 J
LL
l
Lid
.. - �
FIGURE 308.2.2
Z mai' OBSTRUCTED HIGH FORWARD REACH W
FIGURE 305.3
} CLEAR FLOOR OR GROUND SPACE
rrdn Z
s
__ _-- ----- 308.3 Side Reach-
FiGURE 302.3 305.4 Knee and Toe Clearance. Unless otherwise specified, clear floor or rounds ace shall be permitted ° . 308.3.1 Unobstructed. Where a clear floor or rounds ace allows a Q
p g p P g p V�
ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES to include knee and toe clearance complying with 306. parallel approach to an element and the side reach 1a iV
305.5 Position. Unless otherwise s ecifleci, clear floor or rounds ace shall be positioned for either unobstructed, the high side reach shall be 48 inches (1220 mm)
p g p p +�� tj�tll'' maximum and the low side reach shall be 15 inches (360 mm) minimum J Q
Forward or parallel approach to an element. above the finish floor or ground. �
elevationEXCEPTIONS: UJ
303 CHANC�S IN LEVEL 1. An obstruction shall be permitted between the cletlr floor or in
303.1 General. Where changes in level are permitted in floor or ground surfaces, they shall comply FIGURE 306.3 ground space and the element where the depth of the obstruction Ir
with 303. { KNEE CLEARANCE is 10 inches (255 mm) maximum. ® �.
303.2 Vertical.Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical.U.
r 30-1 PROTRUDING Ot3JECTS
`k'w tis
�ixa
� 30.1 General. Protrudin objects shall comply with 301_1. O W
$ co
30-1.2 Protrusion Limits- Objects with leadin ed es more than 21 inches (685 mm) and not more
� a... ia>�P•"ae�� '� �JPS � .x �� � F� � `� g
NIL
than 80 inches (2030 mm) above the Finlsh floor or ground shall protrude 4 inches (100 mm) maximum t
y Plw+rk>kh
horizontally into the circulation path. 1sh'aFro ®� Q
EXCEPTION: Handrails shall be permitted to protrude 41/2 inches (115 mm) maximum.
"4 p �
r M.M
UJ
t
tt.rttx Z
�. 20 - W
W
FIGURE 308.3.1 UJ > M
a
FIGURE 303.2 UNOBSTRUCTED SIDE REACH ®®
VERTICAL CHANGE IN LEVEL 0ca
a 308.3.2 Obstructed High Reach. Where a clear floor or LJ.1
303.3 Beveled. Changes In level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high FIC -SURE 305.5 g � �
maximum shall be beveled with a slope not steeper than 1:2. POSITION OF CLEAR FLOOR OR GROUND SPACE �. � ground space allows a parallel approach to an element and � In � V
the high side reach fs over an obstruction, the height of Z
the obstruction shall be 34 inches (865 mm) maximum and the ,a
LL
depth of the obstruction shall be 24 inches (610 mm)
Advisory 3033 13evele .A change 1n level of I/2 inch 013 mm) Is permitted to be I/4 inch (6.4 305.6 Approach. One full unobstructed side of the clear floor or rounds ace shall adjoin an accessible FIGURE 30.2 i'
mm) vertical plus 1/4 inch (6.4 mm) beveled. However, in no case may the combined change g p j maximum. The high side reach shall be 48 inches (1220 mm) CC
route or adjoin another clear floor or rounds ace. LIMITS OF PROTRUDING OBJECTS g
in level exceed 1/2 inch (13 mm). Changes in level exceeding 1/2 inch (13 mm) must comply 9 p maximum for a reach depth of 10 inches (255 mm) maximum.
with 405 (Ramps) or 406 (curb Ramps). 305.1 Maneuvering Clearance. Where a clear floor or ground space is located 1n an alcove or otherwise Where the reach depth exceeds 10 inches (255 mm), the high � ®� �
confined on all or part of three sides, additional maneuvering clearance shall be provided in accordance
30-1.3 Post -Mounted Ob ects. t=ree-standfn objects mounted on posts or Ions shall overhang circulation side reach shall be 46 inches (11-10 mm) maximum For a reach ® V.LL
�
with 305.7.1 and 305.1.2. J g J p pylons g
306.-1.1 Forward Approach. Alcoves shall be 36 inches (915 mm) wide minimum where the depth exceeds paths 12 inches (305 mm) maximum when located 21 Inches (685 mm) minimum and 80 depth of 24 inches (6lO mm) maximum. Z N Z
24 inches (610 mm), inches (2030 mm) maximum above the finish floor or ground. Where a sign or other obstruction is
mounted between posts or pylons and the clear distance between the posts or pylons Is greater than 12 N
inches (305 mm), the lowest edge of such sign or obstruction shall II be 2-f inches (685 mm) maximum or
80 inches (2030 mm) minimum above the finish floor or ground.
44
<ryy ' EXCEPTION: The sloping portions of handra i Is serving stairs and ramps shall not be required to comply
9' �ry
M_. with 30-13 -
:�r� , .<.ro REVISIONS
;:
4 y fi: i
V p `
EJ
Zo
9
FIGURE 303.3 ;
5EVELED CHANCE IN LEVEL �,
h ,
-J
ILL
303.4 Ramps_ Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply FIGURE 308.3.2
OF35TRUCTED HIGH SIDE REACH PROD NO.5-1 024
with 405 or 406.
DATE: 9-28-18
FIGURE 30-1.3 RTHESE IGHTED BY E BSA" COPY -
FIGURE 305. i.I POST -MOUNTED PROTRUDING MANAGEMENT, � 9018
MANEUVERING CLEARANCE iN AN ALCOVE, FORWARD APPROACH OBJECTS 309 OPERABLE PARTS THIS COPYRIGHT AND OTHER
RIGHTS RESTRICTS THE USE OF
304 TURNING SPACE 309.1 General. Operable parts shall comply with 309. THESE DOCUMENTS TO r"
ORICIMU SITE OR PURPOSE FOR
304.1 General. Turning space shall comply with 304. 305.-1.2 Parallel Approach. Alcoves shall be 60 inches 01525 mm) wide minimum where the depth exceeds 301.4 Vertical Clearance_ Vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails 309.2 Clear Floor Space_ A clear floor or ground space WHIM THEYWERE PREPARED.
304.2 Floor or Ground Surfaces. Floor or round surfaces of a turnip space shall comply with 302, or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. complying with 305 shall be provided. 309.314eight.Operable ASSIGNMENTS ARE simoTLYR
g g p p y 15 inches (380 mm). p arts shall be laced within one or more of the reach ran es PROHIBITED.
Changes in level are not permitted. The leading edge of such guardrail or barrier shall be located 2-f inches 0685 mm) maximum above the p p g
EXCEPTION: Slopes not steeper than 1:48 shall be permitted. finish floor or ground. specified 1n 308.
EXCEPTION: Door closers and door stops shall be permitted to be -18 inches (1980 mm) minimum 309.4 Opera tion.Operab le parts shall be operable with one hand DRAWN: AE
Advisory 304.2 Floor or Ground Surface Exception. As used 1n this section, the phrase -. above the finish floor or round. and shall not require tight ras In pinching,
"changes in level"refers to surfaces with slopes and to surfaces with abrupt rise exceeding �G _ g q g g p g, p g, or twisting of the CHECK,.- AE
.� s `` �=' f wrist. The force required to activate Operable arts shall be 5
that permitted in Section 303.3. Such changes in level are prohibited in required clear floor A,a^ ? µµ-u i q p p
,, i pounds (22.2 N) maximum.
and ground spaces, turning spaces, and in similar spaces where people using wheelchairs'` { i 6
p t` 1.
and other mobility devices must park their mobility aids such as 1n wheelchair spaces, or manuver L w
to use elements such as at doors, fixtures, and telephones. The exception permits 104.1 DIMENSIONS,
slopesnot steeper than 1:48, bo 111fri
.w* is-- DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE.
104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES.
l T ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES
EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC A602 FIGURE 305.-f.2 MINIMUM AND MAXIMUM END POINTS.
MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH
FIGURE 301.4 WHERE THE REQUIREMENT STATES A SPECIFIED RANGE THE RANGE PROVIDES AN
Vl=RTiCAL CLEARANCE ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE
301.5 Required Clear Width. Protruding objects shall not reduce the clear width required for accessible AT EITHER END POINT IS PERMITTED.
routes.
C:1UserslTony HP LaptoplDropboxl_2018 Projects12018-02612018-026 A602.dwg, A602 CPT3 FBCA, 9/28/2018 4:54:46 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
ALL CONSTRUCTION SHALL COMPLY WITH CHAPTER 4 OF THE 2017 FBC - ACCESSIBILITY - A
402 ACCE5515LE ROUTES
ESSIBLE ROUTES
402.1 General. Accessible routes shall comply with 402. TABLE 404.2.4.1
402.2 Components.Accessible routes shall consist of one or more of the following components:walking MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES
surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the
flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the
applicable requirements of Chapter 4 and 208.3.1.
403 WALKING SURFACES
403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403.
403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302.
4033 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of
walking surfaces shall not be steeper than 1:4z.
403.4 Changes in Level. Changes in level shall comply with 303.
403.5 Clearances. Walking surfaces shall provide clearances complying with 403.5.
EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted
to be decreased by work area equipment provided that the decrease is essential to the function
of the work being performed.
403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width of walking surfaces
shall be 36 inches (915 mm) minimum.
EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum
For a length of 24 inches (610 mm) maximum provided that reduced width segments are separated
by segments that are 48 inches (1220 mm)long minimum and 36 inches (915 mmAulde minimum.
FiGURE 403.5.1
CLEAR WIDTH OF AN ACCE5515LE ROUTE
403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element
which is less than 48 inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum
approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm)
minimum leaving the turn.
EXCEPTION:Where the clear width at the turn is 60 inches (1525 mm) minimum compliance with
403.5.2 shall not be required.
141 i
403.5.3 Pa5elrig 5paces.Anaccesslble route with a clear width less than 60 inches (1525 mm) shall
provide passing spaces at Intervals of 200 feet (61 m) maximum. Passing spaces shall be either: a
space 60 inches p (1525 mm) minimum by 60 inches (1525 mm) minimum_ or, an Intersectionof two
walking surfaces providing a T-shaped space complying with 304.3.2 where the base and arms of the
T --shaped space extend 48 inches (1220 mm) minimum beyond the intersection.
404 DOORS, DOORWAYS, AND GATES
404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with 404.
EXCEPTION: Doors, doorways, and gates designed to be operated only by security personnel shall not
be required to comply with 404.2.1, 404.2.8, 404.2.9, 4043.2 and 404.3.4 through 404.3.1.
404.2 Manual Doors, Doorways, and Manual Gates. Manual doors and doorways and manual gates
intended for user passage shall comply with 404.2.
404.2.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles
shall not be part of an accessible route.
404.2.2 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves
shall comply with 404.2.3 and 404.2.4.
404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear
openings of doorways with swinging doors shall be measured between the face of the door and the stop,
with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear
opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening
width lower than 34 inches (865 mm) above the Finish floor or ground. Projections Into the clear opening
width between 34 inches (865 mm) and 80 inches (2030 mm) above the Finish floor or ground shall not
exceed 4 inches (100 mm).
EXCEPTION5:
I. In alterations, a projection of 5/0 inch (16 mm) maximum into the required clear width shall be
permitted For the latch side stop.
2. Door closers and door stops shall be permitted to be -IS inches (1980 mm) minimum above the
finish floor or ground.
FIGURE 404.2.3
CLEAR WIDTH OF DOORWAYS
404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply
with 404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required
latch side or hinge side clearance.
EXCEPTION:Entry doors to hospital patient rooms shall not be required to provide the clearance beyond
the latch side of the door.
404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances
complying with Table 404.2.4.1.
MANEUVERING CLEARANCE AT MANUAL SWING DOOR5 AND GATES
TYPE OF USE
MINIMUM MANEUVERING CLEARANCE
APPROACH
DIRECTION
DOOR OR GATE
SIDE
PERPENDICULAR TO
DOORWAY
PARALLEL TO
DOORWAY
(5EYOND LATCH
SIDE UNLE55
NOTED)
FROM FRONT
PULL
60 INCHES
18 INCHES
FROM FRONT
PUSH
48 INCHES
0 INCHES (1)
FROM HINGE SiDE
PULL
60 INCHES
36 INCHES
FROM HINGE 51DE
PULL
54 INCHES
42 INCHES
FROM HINGE SiDE
PUSH
42 INCHES(2)
22 INCHE6(3)
FROM LATCH SiDE
PULL
48 INCHE5(4)
24 INCHES
FROM LATCH SiDE
PUSH
42 INCHE5(4)
24 INCHES
1. Add 12 inches (305 mm) if closer and latch are provided.
2. Add 6 inches (150 mm) if closer and latch are provided.
3. Beyond hinge side.
4. Add 6 inches (150 mm) if closer is provided.
b
-1d3 mitt
1' 4
ts�Rt:ppt��acS,.p,1t side'
tit�rpta�pt€rach, t�t�.l~i �1�,, ctr�
tt cast ppfo�iq t:, €?v i pd:s
W)
taBs��� ��prvac�t, ,�utl:�id�
1 iY11Y2,
4 aft' i
xi• i
tri�� �ppte��l�h, f?ti�a, satin
I- -"
1 d '
1 �4 tt�igi ,p 2�� rttlp� is
'ate I•
I fi r.pr�V' d it . r Xb(,;pP oaa ii : pwh Qui
_a
� �� Aii660
;r
'd WI* aw,,
FIGURE 404.2.4.1
MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less
than 36 inches (915 mm) wide without doors or gates, sliding doors, or folding doors shall have maneuvering
clearances complying with Table 404.2.4.2.
TABLE 404.2.4.2
MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATE5,
MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS
MINIMUM MANEUVERING CLEARANCE
APPROACH DIRECTION
i
1 t
FROM FRONT
48" INCHES
0 INCHES
FROM SIDEN)
42 INCHES
h 38yip �ri/•y
1.1 1
42 INCHES
22 INCHES (2)
W)
taBs��� ��prvac�t, ,�utl:�id�
1 iY11Y2,
4 aft' i
xi• i
tri�� �ppte��l�h, f?ti�a, satin
I- -"
1 d '
1 �4 tt�igi ,p 2�� rttlp� is
'ate I•
I fi r.pr�V' d it . r Xb(,;pP oaa ii : pwh Qui
_a
� �� Aii660
;r
'd WI* aw,,
FIGURE 404.2.4.1
MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less
than 36 inches (915 mm) wide without doors or gates, sliding doors, or folding doors shall have maneuvering
clearances complying with Table 404.2.4.2.
TABLE 404.2.4.2
MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATE5,
MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS
1. Doorway with no door only.
2. Beyond pocket/hinge side.
0#:
FIGURE 404.2.4.2
MANEUVERING CLEARANCES AT DOORWAYS WiTHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS
404.2.43 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided
when any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more
than 8 inches (205 mm) beyond the Face of the door, measured perpendicular to the face of the door or
gate.
Advisory 404.2.4.3 Recessed Doors and Gates. A door can be recessed due to wall thickness
or because of the placement of casework and other fixed elements adjacent to the doorway.
This provision must be applied wherever doors are recessed,
.and f
FIGURE 404.2.4.3
MANEUVERING CLEARANCES AT RECE55ED DOORS AND GATE5
404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances
shall comply with 302. Changes 1n level are not permitted.
EXCEPTIONS:
1. Slopes not steeper than 1:48 shall be permitted.
2. Changes in level at thresholds complying with 404.2.5 shall be permitted.
404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum.
Raised thresholds and changes in level at doorways shall comply with 302 and 303.
EXCER TION:Exieting or altered thresholds 3/4 [rich (19 mm) high maximum that have a beveled edge
on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5.
404.2.6 Doors in Series and Gates in 5eries.The distance between two hinged or pivoted doors in series
and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging
into the space.
'�7�
FIGURE 404th
DOORS IN $ERIES AND GATES IN SERIES
404.2.1 Door and Gate Hardware. Handles, pulls, latches, locks, and other
operable parts on doors and gates shall comply with 309.4.0perable parts of
such hardware shall be 34 inches (8(a5 mm) minimum and 48 inches (1220 mm)
maximum above the finish floor or ground. Where sliding doors are in the fully
open position, operating hardware shall be exposed and usable from both
sides.
EXCEPTIONS:
1. Existing locks shall be permitted in any location at existing glazed doors
without stiles, existing overhead rolling doors or grilles, and similar exleting
doors or grilles that are designed with locks that are activated only at the top
or bottom rail.
2. Access gates in barrier walls and fences protecting pools, spas, and hot tubs
shall be permitted to have operable parts of the release of latch on
self -latching devices at 54 inches (13-10 mm) maximum above the finish floor or
ground provided the self -latching devices are not also self-locking
devices and operated by means of a key, electronic opener, or integral
combination lock.
404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8.
404.2.8.1 Door Closers and Gate Closers. Door closers and gate closere shall be
adjusted so that From an open position of 90 degrees, the time required to move
the door to a position of 12 degrees
From the latch is 5 seconds minimum.
404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that
From the open position of -10 degrees, the door or gate shall move to the closed
position in 1.5 seconds minimum.
404.2.9 Door and Gate opening Force. Fire doors shall have a minimum opening
Force allowable by the appropriate administrative authority. The Force for pushing
or pulling open a door or gate other than Fire doors shall be as follows:
1. Interior hinged doors and gates: 5 pounds (222 N) maximum.
2. Sliding or folding doors: 5 pounds (22.2 N) maximum.
3. Exterior hinged doors shall be designed so that such doors can be pushed or
pulled open with a Force not exceeding 8.5 pounds (3-10 N).
These forces do not apply to the force required to retract latch bolts or
disengage other devices that hold the door or gate in a closed position.
Advisory 404.2.9 Door and Gate Opening Force. The maximum Force pertains to
the continuous application of Force necessary to fully open a door, not the initial
force needed to overcome the inertia of the door. It does not apply to the
force required to retract bolts or to disengage other devices used to keep
the door in a closed position
Florida law, 5.553.504(6), F.S., establishes requirements for exterior door opening
Force.
404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10
inches (255 mm) of the finish floor or ground measured vertically shall have a
smooth surface on the push side extending the full width of the door or
gate.Part5 creating horizontal or vertical joints in these surfaces shall be within
1/16 inch (1.6 mm)of the same plane as the other.Cavitle5 created by added kick
plates shall be capped.
EXCEPTIONS:
1. Sliding doors shall not be required to comply with 404.2.10.
2. Tempered glass doors without stiles and having a bottom rail or shoe with the
top leading edge tapered at 60 degrees minimum From the horizontal shall not be
required to meet the 10 inch (255 mm) bottom smooth surface height requirement.
3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish
floor or ground shall not be required to comply with 404.2.10.
4. Existing doors and gates without smooth surfaces within 10 Inches (255 mm) of
the finish floor or ground shall not be required to provide smooth surfaces
complying with 404.2.10 provided that if added kick plates are Installed, cavities
created by such kick plates are capped.
404.3 Automatic and Power-A5516ted Doors and Gates.Automatic doors and
automatic gates shall comply with 404.3. Full -powered automatic doors shall
comply with AN51/BHMA A156.10 (incorporated by reference, see "Referenced
Standards" In Chapter 1). Low-energy and power-aesisted doors shall comply with
ANSI/BHMA A156.19 (1991 or 2002 edition) (incorporated by reference, see
"Referenced Standards" in Chapter 1).
404.3.1 Clear Width. Doorways shall provide a clear opening of 32 Inches (815 mm)
minimum in power -on and power -off mode.The minimum clear width for automatic
door systems in a doorway shall be based on the clear opening provided by all
leaves in the open position.
404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates
shall comply with 4042.4. Clearances at automatic doors and gates without
standby power and serving an accessible means of egress shall comply with
404.2.4.
EXCEPTION: Where automatic doors and gates remain open In the power -off
condition, compliance with 404.2.4 shall not be required.
404.3.3 Thresholds. Thresholds and changes in level at doorways shall comply with
404.2.5.
404.3.4 Doors in Series and Gates in Series. Doors In series and gates in series
shall comply with 404-2.6.
404.3.5 Controls. Manually operated controls shall comply with 309. The clear
floor space adjacent to the control shall be located beyond the arc of the
door swing.
404.3.6 5reak Out Opening. Where doors and gates without standby power are a
part of a means of egress, the clear break out opening at swinging or sliding
doors and gates shall be 32 inches (815 mm) minimum when operated in emergency
mode.
EXCEPTION: Where manual swinging doors and gates comply with 404.2 and serve
the same means of egress compliance with 404.3.6 shall not be required.
404.3.1 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors,
revolving gates, and turnstiles shall not be part of an accessible route.
104.1 DIMENSIONS.
DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE.
104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES.
ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES
EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC
WHERE THE REQUIREMENT STATES A SPECIFIED RANGE, THE RANGE PROVIDES AN
ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE
AT EITHER END POINT IS PERMITTED.
MINIMUM MANEUVERING CLEARANCE
APPROACH DIRECTION
PERPENDiCULAR TO
DOORWAY
PARALLEL TO DOORWAY
(BEYOND STOP/LATCH SiDES
UNLESS NOTED )
FROM FRONT
48" INCHES
0 INCHES
FROM SIDEN)
42 INCHES
0 INCHES
FROM POCKET/HINGE SIDE
42 INCHES
22 INCHES (2)
FROM STOP/HINGE SIDE
42 INCHES
24 INCHES
1. Doorway with no door only.
2. Beyond pocket/hinge side.
0#:
FIGURE 404.2.4.2
MANEUVERING CLEARANCES AT DOORWAYS WiTHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS
404.2.43 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided
when any obstruction within 18 inches (455 mm) of the latch side of a doorway projects more
than 8 inches (205 mm) beyond the Face of the door, measured perpendicular to the face of the door or
gate.
Advisory 404.2.4.3 Recessed Doors and Gates. A door can be recessed due to wall thickness
or because of the placement of casework and other fixed elements adjacent to the doorway.
This provision must be applied wherever doors are recessed,
.and f
FIGURE 404.2.4.3
MANEUVERING CLEARANCES AT RECE55ED DOORS AND GATE5
404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances
shall comply with 302. Changes 1n level are not permitted.
EXCEPTIONS:
1. Slopes not steeper than 1:48 shall be permitted.
2. Changes in level at thresholds complying with 404.2.5 shall be permitted.
404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum.
Raised thresholds and changes in level at doorways shall comply with 302 and 303.
EXCER TION:Exieting or altered thresholds 3/4 [rich (19 mm) high maximum that have a beveled edge
on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5.
404.2.6 Doors in Series and Gates in 5eries.The distance between two hinged or pivoted doors in series
and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging
into the space.
'�7�
FIGURE 404th
DOORS IN $ERIES AND GATES IN SERIES
404.2.1 Door and Gate Hardware. Handles, pulls, latches, locks, and other
operable parts on doors and gates shall comply with 309.4.0perable parts of
such hardware shall be 34 inches (8(a5 mm) minimum and 48 inches (1220 mm)
maximum above the finish floor or ground. Where sliding doors are in the fully
open position, operating hardware shall be exposed and usable from both
sides.
EXCEPTIONS:
1. Existing locks shall be permitted in any location at existing glazed doors
without stiles, existing overhead rolling doors or grilles, and similar exleting
doors or grilles that are designed with locks that are activated only at the top
or bottom rail.
2. Access gates in barrier walls and fences protecting pools, spas, and hot tubs
shall be permitted to have operable parts of the release of latch on
self -latching devices at 54 inches (13-10 mm) maximum above the finish floor or
ground provided the self -latching devices are not also self-locking
devices and operated by means of a key, electronic opener, or integral
combination lock.
404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8.
404.2.8.1 Door Closers and Gate Closers. Door closers and gate closere shall be
adjusted so that From an open position of 90 degrees, the time required to move
the door to a position of 12 degrees
From the latch is 5 seconds minimum.
404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that
From the open position of -10 degrees, the door or gate shall move to the closed
position in 1.5 seconds minimum.
404.2.9 Door and Gate opening Force. Fire doors shall have a minimum opening
Force allowable by the appropriate administrative authority. The Force for pushing
or pulling open a door or gate other than Fire doors shall be as follows:
1. Interior hinged doors and gates: 5 pounds (222 N) maximum.
2. Sliding or folding doors: 5 pounds (22.2 N) maximum.
3. Exterior hinged doors shall be designed so that such doors can be pushed or
pulled open with a Force not exceeding 8.5 pounds (3-10 N).
These forces do not apply to the force required to retract latch bolts or
disengage other devices that hold the door or gate in a closed position.
Advisory 404.2.9 Door and Gate Opening Force. The maximum Force pertains to
the continuous application of Force necessary to fully open a door, not the initial
force needed to overcome the inertia of the door. It does not apply to the
force required to retract bolts or to disengage other devices used to keep
the door in a closed position
Florida law, 5.553.504(6), F.S., establishes requirements for exterior door opening
Force.
404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10
inches (255 mm) of the finish floor or ground measured vertically shall have a
smooth surface on the push side extending the full width of the door or
gate.Part5 creating horizontal or vertical joints in these surfaces shall be within
1/16 inch (1.6 mm)of the same plane as the other.Cavitle5 created by added kick
plates shall be capped.
EXCEPTIONS:
1. Sliding doors shall not be required to comply with 404.2.10.
2. Tempered glass doors without stiles and having a bottom rail or shoe with the
top leading edge tapered at 60 degrees minimum From the horizontal shall not be
required to meet the 10 inch (255 mm) bottom smooth surface height requirement.
3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish
floor or ground shall not be required to comply with 404.2.10.
4. Existing doors and gates without smooth surfaces within 10 Inches (255 mm) of
the finish floor or ground shall not be required to provide smooth surfaces
complying with 404.2.10 provided that if added kick plates are Installed, cavities
created by such kick plates are capped.
404.3 Automatic and Power-A5516ted Doors and Gates.Automatic doors and
automatic gates shall comply with 404.3. Full -powered automatic doors shall
comply with AN51/BHMA A156.10 (incorporated by reference, see "Referenced
Standards" In Chapter 1). Low-energy and power-aesisted doors shall comply with
ANSI/BHMA A156.19 (1991 or 2002 edition) (incorporated by reference, see
"Referenced Standards" in Chapter 1).
404.3.1 Clear Width. Doorways shall provide a clear opening of 32 Inches (815 mm)
minimum in power -on and power -off mode.The minimum clear width for automatic
door systems in a doorway shall be based on the clear opening provided by all
leaves in the open position.
404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates
shall comply with 4042.4. Clearances at automatic doors and gates without
standby power and serving an accessible means of egress shall comply with
404.2.4.
EXCEPTION: Where automatic doors and gates remain open In the power -off
condition, compliance with 404.2.4 shall not be required.
404.3.3 Thresholds. Thresholds and changes in level at doorways shall comply with
404.2.5.
404.3.4 Doors in Series and Gates in Series. Doors In series and gates in series
shall comply with 404-2.6.
404.3.5 Controls. Manually operated controls shall comply with 309. The clear
floor space adjacent to the control shall be located beyond the arc of the
door swing.
404.3.6 5reak Out Opening. Where doors and gates without standby power are a
part of a means of egress, the clear break out opening at swinging or sliding
doors and gates shall be 32 inches (815 mm) minimum when operated in emergency
mode.
EXCEPTION: Where manual swinging doors and gates comply with 404.2 and serve
the same means of egress compliance with 404.3.6 shall not be required.
404.3.1 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors,
revolving gates, and turnstiles shall not be part of an accessible route.
104.1 DIMENSIONS.
DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE.
104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES.
ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES
EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC
WHERE THE REQUIREMENT STATES A SPECIFIED RANGE, THE RANGE PROVIDES AN
ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE
AT EITHER END POINT IS PERMITTED.
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DATE: 9-28-18
THNSE DRAWINCS ARB COPY-
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M"AGNM Iff, LLC, R018
THIS COPMCBT AND OTHER
RIGHTS RESTRICTS THE USN OF
THNSN DOCUMENTS TO TBE
ORIGINAL SITE OR PURPOSE FOR
MICH THEY HERB PREPARED.
REPRODUCTIONS, CHANCES, OR
ASSIGNMENTS ARN STRICTLY
PROHIBITED.
DRAWN: AE
CHECK, AE
A603
C:\Users\Torry HP Laptop\Dropbox\_2018 Projects\2018-026\2018-026 A603.dwg, A603 CPT4 FBCA, 9/28/2018 4:54:51 AM, Tony HP Laptop, AutoCAD PDF (Higli Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
ALL CONSTRUCTION SHALT_ COMPLY WITH CHAPTER 6 OF THE 2017 FBC-ACCESSIBILITY - PLUMBING ELEMENTS AND FACILITIES
6o1 C�i4NERA!_
601.1 Scope. The provisions of Chapter 6 shall apply where required by Chapter 2 or where referenced 6045.1 Side Wall. The side wall grab bar shall be 42 inches (1065 mm) long minimum, located 12
by a requirement in this code. inches (305 mm) maximum from the rear wall and extending 54 inches (13-10 mm) minimum from the
602 DRINKING FOUNTAINS rear wall.
602.1 General. Drinking Fountains shall comply with 301 and 602.
602.2 Clear Floor Space. Units shall have a clear floor or ground space complying with 305 positioned 54
`lift
For a forward approach and centered on the unit. Knee and toe clearance complying with 306 shall be
provided. t 1
602.3 Operable Parts. Operable parts shall comply with 309.,
602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish floor or w
ground. ...,,
602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical support
and 5 inches (125 mm) maximum from the front edge of the unit, including bumpers.MMM��»,
FIGURE 602.5
DRINKING: FOUNTAIN SPOUT LOCATION
602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 mm) high minimum and shall
be located 5 inches (125 mm) maximum From the front of the unit.The angle of the water stream shall be
measured horizontally relative to the front face of the unit.Where spouts are located less than 3 inches
(-15 mm) of the Front of the unit, the angle of the water stream shall be 30 degrees maximum. Where
spouts are located between 3 inches (75 mm) and 5 inches (125 mm) maximum from the Front of the
unit, the angle of the water stream shall be 15 degrees maximum.
602.1 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains For standing persons
shall be 30 inches (965 mm) minimum and 43 inches (1090 mm) maximum above the finish floor
or ground.
603 TOILET AND BATHINCc ROOMS
603.1 General. Toilet and bathing rooms shall comply with 603.
603.2 Clearances_ Clearances shall comply with 603.2.
ro03.2.1 Turning Space. Turning space complying with 304 shall be provided within the room.
603.2.2 Overlap. Required clear floor spaces, clearance at fixtures, and turning space shall be permitted
to overlap.
603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance required for any fixture.
Doors shall be permitted to swing into the required turning space.
EXCEPTIONS -
1.
XCEPTIONS:1. Doors to a toilet room or bathing room for a single occupant accessed only through a private office
and not for common use or public use shall be permitted to swing into the clear Floor space or
clearance provided the swing of the door can be reversed to comply with 6032.3.
2. Where the toilet room or bathing room is for individual use and a clear floor space complying with
305.3 is provided within the room beyond the arc of the door swing, doors shall be permitted to
swing into the clear floor space or clearance required for any fixture.
603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge
of the reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors not located
above lavatories or countertops shall be installed with the bottom edge of the reflectfng surface
35 inches (890 mm) maximum above the finish floor or ground.
603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified
in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum
above the finish floor.
604 WATER CL05ET5 AND TOILET COMPARTMENTS
604.1 General. Water closets and tollet compartments shall comply with 604.2 through 604.8.
EXCEPTION: Water closets and toilet compartments for children's use shall be permitted to comply
with 604.9.
604.2 Location. The water closet shall be positioned with a wall or partition to the rear and to one side.
The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maximum
From the side wall or partition, except that the water closet sha II be 1-1 inches (430 mm) minimum
and 19 inches (485 mm) maximum from the side wall or partition in the ambulatory accessible toilet
compartment apeciFied in 604.8.2. Water closets shall be arranged for a left-hand or right-hand approach.
FIGURE 604.2
WATER CLOSET LOCATION
604.3 Clearance. Clearances around water closets and in toilet compartments shall comply with
604.3.
604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum measured perpendicular
from the side wall and 56 Inches (1420 mm) minimum measured perpendicular from the rear
waIL
F ,irstrt -- _-
FIGURE 604.3.1
51ZE OF CLEARANCE AT WATER CLOSETS
604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap the water
Closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible
routes, clear floor space and clearances required at other fixtures, and the turning apace. No
other fixtures or obstructions shall be located within the required water closet clearance.
604.4 Seats. The seat height of a water closet above the finish floor shall be 11 inches (430 mm) minimum
and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to
return to a lifted position.
604.5 Grab Bars. Grab bars For water closets shall comply with 609.Grab bars ahall be provided on the
side wall closest to the water closet and on the rear wall.
FIGURE 604.5.1
SIDE WALL GRA5 BAR AT WATER CLOSETS
604.5.2 Rear wall. The rear wall grab bar shall be 36 inches (915 mm) long minimum and extend from
the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610 mm)
minimum on the other side.
EXCEPTIONS:
I. The rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, centered on the water
Closet, where wall space does not permit a length of 36 inches (915 mm) minimum due to the
location of a recessed fixture adjacent to the water closet.
2. Where an administrative authority requires flush controls For flush valves to be located in a position
that conflicts with the location of the rear grab bar, then the rear grab bar shall be permitted to
be split or shifted to the open side of the toilet area.
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FIGURE 604.5.2
REAR WALL GRAB BAR WATER CLOSETS
604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated Flush controls
shall comply with 309.E-lu6h controls shall be located on the open side of the water closet except 1n
ambulatory accessible compartments complying with 604.8.2.
604.1 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be i inches (180 mm)
minimum and 9 inches (230 mm) maximum 1n front of the water closet measured to the centerline of the
dispenser -The outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 inches (1220 mm)
maximum above the Finish Floor and shall not be located behind grab bars. Dispensers shall not be of a
type that controls delivery or that does not allow continuous paper Flow.
Advisory 604.1 Dispensers. IF toilet paper dispensers are installed above the side wall grab
bar, the outlet of the toilet paper dispenser must be 48 inches (1220 mm) maximum above
the finish floor and the top of the gripping surface of the grab bar must be 33 inches (840 mm)
minimum and 36 inches (915 mm) maximum above the finish floor.
i
FIGURE 604.1
DISPENSER OUTLET LOCATION
604.8 Toilet Compartments.Wheelchair accessible toilet compartments shall meet the requirements
of 604.8.1 and 604.8.3. Compartments containing more than one plumbing fixture shall comply with
603. Ambulatory accessible compartments shall comply with (004.8.2 and 604.8.3.
604.8.1 Wheelchair Accessible Compartments. Wheelchair accesslble compartments shall comply
with 604.8.1.
604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches 0525 mm) wide minimum
measured perpendicular to the sidewall, and 56 Inches (1420 mm) deep minimum For wall hung water
closets and 59 inches (1500 mm) deep minimum for floor mounted water closets measured perpendicular
to the rear wall.
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FIGURE 604.8.1.1
51ZE OF WHEELCHAIR ACCE5515LE TOILET COMPARTMENT
604.8.1.2 Doors. Toilet compartment doors, including door hardware, shall comply with 404 except
that if the approach is to the latch side of the compartment door, clearance between the door aide of
the compartment and any obstruction shall be 42 inches (10(o5 mm) minimum.Doora shall be located
in the front partition or in the side wall or partition farthest from the water closet. Where located in the
Front partition, the door opening shall be 4 inches (100 mm) maximum From the side wall or partition
Farthest from the water closet. Where located in the aide wall or partition, the door opening shall be 4
inches (100 mm) maximum from the Front partitfon.The door shall be self-closing.A door pull complying
with 404.2.1 shall be placed on both sides of the door near the latch. Toilet compartment doors
shall not awing into the minimum required compartment area.
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FIGURE 604.8.1.2
WHEELCHAIR ACCESSIi .E TOILET COMPARTMENT DOORS
604.8.1.3 Approach. Compartments shall be arranged for left-hand or right-hand approach to the
water closet.
604.8.1.4 Toe Clearance. The front partition and at least one side partition shall provide a toe clearance
of 9 inches (230 mm) minimum above the finish floor and 6 inches (150 mm) deep minimum beyond
the compartment -side face of the partition, exclusive of partition support members.
Compartments for children's use shall provide a toe clearance of 12 inches (305 mm) minimum above
the finish floor.
EXCEPTION:Toe clearance at the front partition is not required in a compartment greater than 62
inches (1515 mm) deep with a wall -hung water closet or 65 inches (1650 mm) deep with a
Floor -mounted water closet. Toe clearance at the side partition is not required in a compartment
greater than 66 inches (16-15 mm) wide. Toe clearance at the front partition is not required in a
compartment for children's use that is greater than 65 inches (1650 mm) deep.
U
FIGURE 604.8.1.4
WHEELCHAIR ACCE55115LE TOILET COMPARTMENT TOE CLEARANCE
604.8.1.5 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1
shall be provided and shall be located on the wall closest to the water closet. In addition, a rear -wall
grab bar complying with 604.5.2 shall be provided.
604.8.1.(o Lavatory. In new construction, the wheelchair accessible toilet compartment shall contain
an accessible lavatory within It, which must be at least 19 inches wide by 1-1 inches deep, nominal
size, andwall-mounted.The lavatory shall be mounted so as not to overlap the clear floor space areas
required by section 604 for the wheelchair accessible toilet compartment and shall comply with section
606. Such lavatories shall be counted as part of the required fixture count for the building. See
also section 213.3.4.
604.8.1.-1 Water closet. In new construction, the accessible water closet within the wheelchair accessible
compartment shall be located in the corner, diagonal to the door.
Advisory 604.8.1.6 Lavatory and 604.8.1.-1 Water Closet. Florida law, section 553.504(5),
F.S., stipulates that "...required bathing rooms and toilet rooms in new construction shall be
designed and constructed..."with an accessible lavatory in the wheelchair accessible compartment
and the water closet located in a corner diagonal to the door. The ADA Standards
for Accessible Design and therefore this code require wheelchair accessible compartments
in new construction and in alterations of existing buildings to have self closing doors. While
the Florida lavatory requirement and water closet placement apply only to new construction,
they are desirable for all wheelchair accessible compartments and should be considered
where feasible.
FIGURE 604.8.1.6
WHEELCHAIR ACCESS15LE TOILET COMPARTMENT IN NEW CONSTRUCTION
Note: The drawings are not the complete code requirements, do not depict all possible
options and the code text must be reviewed for additional requirements
604.83 Coat Hooks and Shelves.Coat hooks shall be located within one of the reach ranges specified
in 308. Shelves shall be located 40 inches 0015 mm) minimum and 48 inches (1220 mm) maximum
above the Finish floor.
605 URINALS
605.1 General. Urinals shall comply with 6o5.
605.2 Height and Depth. Urinals shall be the stall -type or the wall -hung type with the rim 11 inches
(430 mm) maximum above the Finish floor or ground. Urinals shall be 13 1/2 inches (345 mm) deep minimum
measured from the outer Face of the urinal rim to the back of the fixture.
W.
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105 REFERENCED STANDARDS
105.1 Genera I.
The standards listed in 105.2 are incorporated by reference In this
code and are part of the requirements to the prescribed extdrlt of
each such reference. The Director of the Federal Register has
approved these standards for incorporation by reference in
accordance with 5 U.S.G. 552(a) and 1 CFR part 51. Copies of the
referenced standards may be inspected at the Architectural and
Transportation 5arrier5 Compliance Board, 1331 F Street, NW, Suite
1000, Washington, DC 20004± at the Department of Justice, Civil
Rights Divislon, Disabilfty Rights Section, 1425 New York Avenue, NW,
Washington, DC± at the Department of Transportation, 400 Seventh
Street, SW, Room 10424, Washington DC± or at the National Archives
and Records Administration (NARA). For information on the availability
of this material at NARA, call 202-741-6030
105.2 Referenced Standards.
The specific edition of the standards listed below are referenced in
this code. Where differences occur between this code and the
referenced standards, this code applies.
105.2.1 AN51/5HMA.
Copies of the referenced standards may be obtained from the
5uilders Hardware Manufacturers Association, 355 Lexington Avenue,
1-ith floor, New fork, NY 10011 (http://www.build(--rshardware.r-om).
AN51/5HMA A156.10-1999 American National Standard for Power
Operated Pedestrian Doors (see 4043).
AN5I/5HMA A156.19-1991 American National Standard for Power Assist
and Low Energy Power Operated Doors (see 404.3, 408.3.2.1, and
4093.1).
ANSI/5HMA A156.19-2002 American National Standard for Power Assist
and Low Energy Power Operated Doors (see 404.3, 408.3.2.1, and
4093.1).
AN51/5HMA A156.19-199 and A156.19-2002 applies to power assist
doors, low energy power operated doors or low energy power open
doors for pedestrian use not provided for in ANSI/5HMA A156.10 for
Power Operated Pedestrian Doors. Included are provisions intended
to reduce the chance of user injury or entrapment.
105.22 ASME.
Copies of the referenced standards may be obtained from the
American Society of Mechanical Engineers, Three Park Avenue, New
York, New 'fork 10016 (http://www.aame.ore).
10523 ASTM.
Copies of the referenced standards may be obtained From the
American Society for Testing and Materials, 100 Bar Harbor Drive,
West Conshohocken, Pennsylvania 19428 (http://www.astm.org).
105.2.4 ICC/IBC.
Copies of the referenced standard may be obtained From the
International Code Council, 5203 Leesburg Pike, Suite boo, Falls
Church, Virginia 22041 (www.lccsafe.org).
International 5uilding Code, 2000 Edition (see 201.1, 20-1.2, 216.4.2,
216.43, and 1005.2.1).
International 5ullding Code, 2001 Supplement (see. 20-1.1 and 20-1.2).
International Building Code, 2003 Edition (see 20-1.1, 20-1.2, 216.4.2,
216.4.3, and 1005.2.1).
105.2.5 NFPA.
Copies of the referenced standards may be obtained from the
National Fire Protection Association, 15atterymarch Park, Quincy,
Massachusetts 02169-'1471, (http://www.nfpa.org).
NFPA -12 National Fire Alarm Code, 1999 Edition (see -102.1 and 809.52).
NFPA 12 National Fire Alarm Code, 2002 Edition (see 702.1 and
0095.2).
FIGURE 605.2
HEIGHT AND DEPTH OF URINALS
605.3 Clear Floor Space. A clear floor or ground space complying with 305 positioned For Forward approach
shall be provided.
605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls
shall comply with 309.
606 LAVATORIES ANP SINKS
606.1 General. Lavatories and sinks shall comply with 606.
Advisory 606.1 General. If soap and towel dispensers are provided, they must be located
within the reach ranges specified in 308. Locate soap and towel dispensers so that they are
conveniently usable by a person at the accessible lavatory.
606.2 Clear Floor Space. A clear floor space complying with 305, positioned for a Forward approach,
and knee and toe clearance complying with 306 shall be provided.
606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter
surface 34 inches (865 mm) maximum above the finish floor or ground.
606.4 Faucets. Controls for faucets shall comply with 309. Hand -operated metering Faucets shall remain
open for 10 seconds minimum.
606.5 Exposed Pipes and Surfaces.Water supply and drain pipes under lavatories and sinks shall be
insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces
under lavatories and sinks.
104.1 DIMENSIONS.
DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE.
104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES.
ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES
EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC
MINIMUM AND MAXIMUM END POINTS.
WHERE THE REQUIREMENT STATES A SPECIFIED RANGE THE RANGE PROVIDES AN
ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE
AT EITHER END POINT IS PERMITTED.
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PROD NO.:18-024
DATE: 9-28-I0
TERSE DRAWINGS ARE COPY-
RIGHTXD BY EDESIGN
MAIVAGXMXNT, LLC, X018
THIS COPYRIGHT AND OTHRR
RIGHTS RESTRICTS THE USX OF
THESE DOCUMENTS TO TAX
ORIGINAL SITE OR PURPOSR FOR
WHICH THXY WNRE PREPARED.
REPRODUCTIONS, CHANGES, OR
ASSIGNMENTS ARE STRICTLY
PBOHIDITED.
DRAWN: AE
CHECK: AE
C:\Users\Tony HP Laptop\Dropbox\ 2018 Projects\2018-026\2018-026 A604.dwg, A604 CPT6 FBCA, 9/28/2018 4:54:55 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
C:\Users\Tony HP Laptop\Dropbox\_2018 Projects\2018-02612018-026 A604.dwg, A604-1 CPT6 FBCA, 9/28/2018 4:54:57 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
ALL CONSTRUCTION AND SIGNAGE SHALL COMPLY WITH CHAPTER 7 OF THE 2017 FBC - ACCES$IBiLITY -
COMMUNICATION ELEMENTS AND FEATURES
103 SIGNS
103.1 General, 51en5 shall comply with 103. Where both visual and tactile characters are required, either
one sign with both visual and tactile characters, or two separate signs, one with visual, and one
with tactile characters, shall be provided_
103.2 Raised Characters. Rafsed characters shall comply with 1032 and shall be duplicated in braille
complying with 103.3. Raised characters shall be Installed in accordance with 103.4.
103.2.1 Depth. Raised characters shall be 1/32 inch (0.8 mm) minimum above their background.
103.2.2 Case. Characters shall be uppercase.
103.2.3 5tyle.Characters shall be sans serif.Characters shall not be Italic, oblique, script, highly decorative,
or of other unusual forms.
103.2.4 Character Proportfons.Characters shall be selected from fonts where the width of the uppercase
letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter
„1
103.2.5 Character Height. Character height measured vertically from the baseline of the character
shall be 5/S Inch (16 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase
letter "i".
EXCEPTION: Where separate raised and visual characters with the same information are provided,
raised character height shall be permitted to be 1/2 inch (13 mm) minimum.
FIGURE 103,2.5
HEIGHT OF RAISED CHARACTERS
703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter "I"shall be 15 percent maximum of
the height of the character.
103,2.1 Character Spacing. Character spaclne shall be measured between the two closest points of
adjacent raised characters within a message, excluding word spaces. Where characters have rectangular
cross sections, spacing between Individual raised characters shall be 1/8 inch (3.2 mm) minimum
and 4 times the raised character stroke width maximum. Where characters have other cross sections,
spacing between individual raised characters shall be 1/16 Inch (1.6 mm) minimum and 4 times the raised
character stroke width maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4
times the raised character stroke width maximum at the top of the cross sections. Characters shall be
separated from raised borders and decorative elements 3/8 inch (9.5 mm) minimum.
103.2,8 Line Spacing. Spacing between the baselinea of separate lines of raised characters within a
message shall be 135 percent minimum and 110 percent maximum of the raised character height.
1033 5raflle. 5rallle shall be contracted (Grade 2) and shall comply with 103.3 and 103.4-
1033.1 DfMen510n8 and Capitalization. Braille dots shall have a domed or rounded shape and shall
comply with Table 103.3.1. The indication of an uppercase letter or letters shall only be used before the
first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms.
TABLE 103.3.1
FiRAII I K DIMPNSInN�a
MEASUREMENT NG MINIMUM IN INCH 5 MAXIMUM IN INCHF6
Dot base diameter
0,059 (1.5 mm) to 0.063 (1.6 mm)
Distance between two dots in the same Celli
0.090 (23 mm) to 0,100 (2.5 mm)
Distance between correeponding correspondingdots in adjacent cells]
0.241 (ro.l mm) to 0.300 (1.6 mm)
Dot helcjht
0.02 06 mm to 0,031 0.9 mm)
Distance between corresponding c is from one cell directFy_b_e_Fo_w_T_,0.395
(10 mm) to 0. 00 02 mm
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BRAILLE MEASUREMENT
103.3.2 Position. Braille shall be positioned below the corresponding text. If text 1s multi -lined, braille
shall be placed below the entire text.Brallle shall be separated 3/8 inch 09.5 mm) minimum from any other
tactile characters and 3/8 Inch (9.5 mm) minimum from raised borders and decorative elements.
EXCEPTION:5rallle provided on elevator car controls shall be separated 3/16 Inch (40 mm) minimum
and shall be located either directly below or adjacent to the corresponding raised characters or symbols,
FIGURE 103 3.2 FIGURE 103,4.1
POSITION OF BRAILLE HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND
103.4 Installation Height and Location. 61gns with tactile characters shall compply with 103.4.
103.4.1 Height Above Finish Floor or Ground.Tactile characters on signs shall be located 48 Inches
(1220 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest
tactile character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured
from the baseline of the highest tactile character.
EXCEPTION: Tactile characters For elevator car controls shall not be required to comply with 103.4.1.
=f03.42 Locatlon.Where a tactile sign is provided at a door, the sign shall be located alongside the door
at the latch eide.Where a tactile slen is provided at double doors with one active leaf, the sign shall be located
on the inactive Ieaf.UJhere a tactile sign is provided at double doors with two active leafs, the sign
shall be located to the right OF the right hand door.Where there is no wall space at the latch side of a single
door or at the right side Of double doors, signs shall be located on the nearest adjacent wall. Stens
containing tactile characters shall be located so that a clear Floor space OF 18 inches (455 mm) minimum
by IS inches (455 mm) minimum, centered on the tactile characters, is provided beyond the arc of any
door swing between the closed position and 45 degree open position.
EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers
and without hold -open devices.
FIGURE 103.4.2
LOCATION OF TACTILE 6IGxN5 AT DOORS
103.5 Visual Characters, Visual characters shall comply with 103.5.
EXCEPTION: Where vfsual characters comply with 1032 and are accompanied by braille complying
with 103.3, they shall not be required to comply with 103.52 through 103.5.9.
103.5.1 Finish and Contrast. Characters and their background shall have a non -glare Finlsh.Characters
shall contrast with their background with either light characters on a dark background or dark characters
on a light background.
103.5.2 Case. Characters shall be uppercase or lowercase or a combination of both.
103.53 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script,
highly decorative, or of other unusual Forms.
103.5.4 Character Proportlons.Characters shall be selected from fonts where the width of the uppercase
letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter
103.5.5 Character Helght. Minimum character height shall comply with Table 103.5.5. Viewing distance
shall be measured as the horizontal distance between the character and an obstruction preventing
Further approach towards the sign. Character height shall be based on the uppercase letter{
Tr45LE 103.5.5
V15UAL CHAR,4CTER HEIGHT
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BRAILLE MEASUREMENT
103.3.2 Position. Braille shall be positioned below the corresponding text. If text 1s multi -lined, braille
shall be placed below the entire text.Brallle shall be separated 3/8 inch 09.5 mm) minimum from any other
tactile characters and 3/8 Inch (9.5 mm) minimum from raised borders and decorative elements.
EXCEPTION:5rallle provided on elevator car controls shall be separated 3/16 Inch (40 mm) minimum
and shall be located either directly below or adjacent to the corresponding raised characters or symbols,
FIGURE 103 3.2 FIGURE 103,4.1
POSITION OF BRAILLE HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND
103.4 Installation Height and Location. 61gns with tactile characters shall compply with 103.4.
103.4.1 Height Above Finish Floor or Ground.Tactile characters on signs shall be located 48 Inches
(1220 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest
tactile character and 60 inches (1525 mm) maximum above the finish floor or ground surface, measured
from the baseline of the highest tactile character.
EXCEPTION: Tactile characters For elevator car controls shall not be required to comply with 103.4.1.
=f03.42 Locatlon.Where a tactile sign is provided at a door, the sign shall be located alongside the door
at the latch eide.Where a tactile slen is provided at double doors with one active leaf, the sign shall be located
on the inactive Ieaf.UJhere a tactile sign is provided at double doors with two active leafs, the sign
shall be located to the right OF the right hand door.Where there is no wall space at the latch side of a single
door or at the right side Of double doors, signs shall be located on the nearest adjacent wall. Stens
containing tactile characters shall be located so that a clear Floor space OF 18 inches (455 mm) minimum
by IS inches (455 mm) minimum, centered on the tactile characters, is provided beyond the arc of any
door swing between the closed position and 45 degree open position.
EXCEPTION: Signs with tactile characters shall be permitted on the push side of doors with closers
and without hold -open devices.
FIGURE 103.4.2
LOCATION OF TACTILE 6IGxN5 AT DOORS
103.5 Visual Characters, Visual characters shall comply with 103.5.
EXCEPTION: Where vfsual characters comply with 1032 and are accompanied by braille complying
with 103.3, they shall not be required to comply with 103.52 through 103.5.9.
103.5.1 Finish and Contrast. Characters and their background shall have a non -glare Finlsh.Characters
shall contrast with their background with either light characters on a dark background or dark characters
on a light background.
103.5.2 Case. Characters shall be uppercase or lowercase or a combination of both.
103.53 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script,
highly decorative, or of other unusual Forms.
103.5.4 Character Proportlons.Characters shall be selected from fonts where the width of the uppercase
letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter
103.5.5 Character Helght. Minimum character height shall comply with Table 103.5.5. Viewing distance
shall be measured as the horizontal distance between the character and an obstruction preventing
Further approach towards the sign. Character height shall be based on the uppercase letter{
Tr45LE 103.5.5
V15UAL CHAR,4CTER HEIGHT
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103.5.6 Height From Finish Floor or Ground_ Visual characters shall be 40 inches (1015 mm) minimum
above the finish floor or ground.
EXCEPTION: Visual characters indicating elevator car controls shall not be required to comply with
103,5,6.
703.5.1 Stroke Thickness. Stroks thickness of the uppercase letter "I"shall be 10 percent minimum
and 30 percent maximum of the height of the character.
103.5.8 Character Spacing_ Character spacing shall be measured between the two closest points of
adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent
minimum and 35 percent maximum of character height.
103.5.9 Line Spacing. Spacing between the baselines of separate lines of characters within a message
shall be 135 percent minimum and 110 percent maximum of the character height.
103.ro Pictograms. Pictograms shall comply with 103.6,
103.6.1 Pictogram Field.Pfctograms shall have a field height of 6 inches (150 mm) minlmum.Characters
and braille shall not be located in the pictogram field.
FIGURE 103.6,1
PICTOGRAM FIELD
103.6.2 Finish and Contrast.Pictoerams and their field shall have a non -glare finlsh.Pictoerams shall
contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field.
103,6.3 Text Descrlptors. Pictograms shall have text descriptors located directly below the pictogram
field. Text descriptors shall comply with 103.2, 103.3 and 103.4.
103.1 Symbols of Accessibility. Symbols of accessibility shall comply with 103.1.
103.1.1 Finish and Contrast_ Symbols of accessibilfty and their background shall have a non -glare finish.
Symbols of accessibility shall contrast with their background with either a light symbol on a dark
background or a dark symbol on a light background.
703.1.2 Symbols,
103.1.2.1 International symbol of Accessibility. The International Symbol of Accessibility shall
comply with Figure 103.1.2.1.
FIGURE 103.1.2.1
INTERNATIONAL 5YMB0L OF ACCE65151LITY
103.1.2.2 International Symbol of TTY. The International Symbol of TTY shall comply with Figure
103.1.2.2_
FIGURE 103.1.2.2
INTERNATIONAL SYMBOL OF TTY
103.1.2.3 Volume Control Telephones. Telephones with a volume control shall be Identified by a
pictogram of a telephone handset with radiatfne sound waves on a square Field such as shown in Figure
103,1.2.3.
FIGURE 103.123
VOLUME CONTROL TELEPHONE
103.1.2,4 Assistive Listening Syetems.Aselstive listening systems shall be identified by the International
Symbol of Access For Hearing Loss complying with Figure 103.1.2.4.
FIGURE 103.1.2.4
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DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE.
104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES.
ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES
EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC
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104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES.
ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES
EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC
MINIMUM AND MAXIMUM END POINTS.
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ADEQUA"T"E TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE
AT EITHER END POINT IS PERMITTED.
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DATE: 9-28-18
THESE DRAIRNCS ARM COPY-
RIGHTED BY EDESIGN
MANAGEMENT. IK ROi8
THIS COPYRIGHT AND OTHER
RIGHTS RNSTRiCTS TBE USE OP
THESE DOCUMENTS TO THE
ORIGINAL SITS OR PURPOSE FOR
NNICH THEY 1/ER6 PREPARED.
REPRODUCTIONS. CHANGNS. OR
ASSIGNMENTS ARM STRICTLY
PROHIBITED.
DRAWN: AE
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A605
C:\Users\Tony HP Laptop\Dropboxl_2018 Projects\2018-026\2018-026 A605.dwg, A605 CPT7 FBCA, 9/28/2018 4:55:00 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
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System No. BW -S-0003 ��
__ _ ASSEMBLY RATINGS I AND 2 FIR (SEE ITEVi 2)co
L RATING AT ANiBiENT LESS I"I lAN l CFNVL.N I'I' (SEE 1'CEiV1 3B) ��i'� pq a
L RA\FWG A\l' 100°F LFSS'fl lr\N 1 CFNI/[.IN F1'(SEE ffFrVi :3B) p U� qCO l
System No. WW -S-0052 1 A
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A`_�SEMBLY RACING- I, '2, 3 AND 4 l R. (SF.F. ITEMS 2 AND 3B) 1�., �oU
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. L RATING AT A\NIBIENI• - LESS TI IAN I CFNVLIN I C
L RA TING A'1" 400 OF - LL:_�S •THAN I CFNVI,IN FI'
1
DESIGN NO. V43a
DECEMBER 21, 201
NONBEARING WALL RATINGS - I, 2, 3 OR 4 HR (SEE ITEMS 4 + 5) °NN T
INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL A �•�� I
1
CERTIFICATION MARK FOR JURISDICTIONS EMPLOYING THE UL OR CUL •d �' ' ',t � •, a • • '�or�°,.. �»
CERTIFICATION (SUCH AS CANADA), RESPECTIVELY. • . • ' 4® '• •••"
I. FLOOR AND CEILING RUNNERS —(NOT SHOWN) —CHANNEL SHAPED,
FABRICATED FROM MIN 25 M5G CORROSION -PROTECTED STEEL, MIN WIDTH
TO ACCOMMODATE STUD SIZE, WITH MIN 1-1/4 IN. LONG LEC -.5, ATTACHED TO
FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX.ANTHONY s. BASH AB0009781
1. Floor Assembly - NIIN 4-V2 IN. (11,1 NPO)Tl LICK RE1N1'OR.CED LK1HTbVEIGI IT OR NOItNIA\L WEIGI IT (100-150 PCF OR 3B /
2. STEEL STUD5 —CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG 1600 2=400 KC/i\l3) STRUCfLfIZA\L CONCRETE. FLOOR rVV\Y ALSO BE CONSTRUCTED OF ANY G IN. (152 r\4M) THICK UL
CORROSION -PROTECTED STEEL, MIN WiDTH AS INDICATED UNDER ITEM 5, C.LASSIFiED HOLLOW -COKE Precast Concrete Units*.
MIN 1-1/4 IN. FLANGES AND 1/4 IN, RETURN, SPACED A MAX OF 24 IN. OC. SEE Precast Concrete Units CA TLGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF )MANUFACTURES.
STUDS TO BE CUT 3/0 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 2. Wall Assembly - THF:1 OR 2 1-1 HR -E -R -ATH) GYPSWO BOARDS'l FFI, STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF
TFIE NIATEMALS AND IN THE MANNER SPECIFIED INTI iE INDIVIDUAL, 11,100 OR V400 SERIES WALL OR. PA\R:HTION
DESIGN IN THE LIL FIRE: KHSIS'TANCE DIRECTORY. N ADDITION, "I HF: WALL NIAY INCOR.PORATF. A 1-1FAD-OF-WAH,
3. NOT U5ED JOINT SYSTEM CONSTRUCTED AS SPECIFIED IN THE HW SERIES JOINT SYSCENIS IN THE LIL FIRE R.LStSI'ANCE
DIRECTORY. TL IE WALL SHALL INCLUDE TFIE FOLLOWING CONSTRUCTION FLATLIRES:
A. Steel Floor Runner - FLOOR RLINNERS OF WALL ASSDMBLY SHALL, CONSIST OF MIN NO. 25 GAUGF. GALV STEEL 1. Wall Assembly -THE 1, 2, 3 OR 4 FIR FIKE-RATED GYPSUM BOARD/STEEL STLID WALL ASSEMBLY SHALL BE
4. 4. BATT5 AND 5LANKET5* —(REQUIRED AS INDICATED UNDER ITEM CHANNELS SIZED TO ACCONO/10DATE STEEL STUDS ITEM 2B). FLOOR RUNNERS TO BE PROVIDED WITH MIN FVI CONSTR.LICTED OFTHE MATERIALS AND IN 'fl IE MANNER. DESCRIBED INTI IE INDIVIDUAL L1400 OR V,100 SERIF
5) —MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. 1N. (32 NiN[) FLANGES. RLINNERS SECLiR.ED WITH STEEL FASTENERS SPACED 12 IN. (305 MINI) OC. WALL AND PARTITION DI'SIGN IN'] FIF. UL FIRE'. RF5ISTANCF'. DIRECTORY AND SHALL INCLUDE THE FOLLOWING
MIN NOM THICKNESS AS INDICATED UNDER ITEM 5. B. Studs - SIT:F.1. SPUDS TO BE rV1IN 3-1/2 IN. (89 NbM) WIDF. SI'L.IDS Cur V2'r0 3/4 IN. (13TO 19 Mi\,I) LFaS IN LF:NCI•I-I CONSTR.UIC:TION FEATURES:
5EE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF THAN ASSDMBLY HEIGHT WITH BOITONi NESTING IN, RESTING ON AND FASTENED TO FLOOR. RUNNER WITH A. Studs - STEEL SCUDS TO BE NiIN 3-1/2 IN. (89 MINI) WIDE BY FV4 IN. (32 MINI) DLLI CORROSION I IC.OfECCED NiIN 25
CLA551FIEED COMPANIE5. SI IEET METAL SCREWS. STUD SPACING NOT TO EXCEED 24 IN. (610 NIM) OC. rNISG S a-1, CHANNELS. SI'LID SPACING; NOT TO F\CFED 24 IN. (610 NEVI) OC. SI'LID INSTALLED NONIINA\LLY
C. Gypsum Board'- GYPSL.INI BOARD INSTALLED TO A MIN TOTAL THICKNESS OF 5/8 IN. (16 NINI) OR 1-1/4 IN. (32 MNL) CENTERED A'I' JOINT LOCATION.
4A. 5ATT5 AND BLANKETS* —(OPTIONAL) —PLACED IN STUD CAVITIES, ANY ON EACH SIDE OF \WALL FOR. A I OR 2 HR FIRE RATED WALL, RESPECTIVELY. WALL TO BE COl\ISFKUC'I•ED AS B. Gypsum Board* - GYPSUM BOARD SHEETS INSTALLED TO A Ni[N TOTAL THICKNESS OF 5/81N. (16 NiNI), l -V4 IN. (:32 O
GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL SPECIFIED IN THE INDIVIDUAL 0400 OR V,I00 SERIES DESIGN IN THE LIL FIRE RESISTANCE DIRECTORY EXCEPT Nil[), 11/2 IN. (38 NIrV[) OR 2 IN. (51 NO/1) ON LACI 1 SIDE OF WALL FOR I, 2,3 AND,] FIR FIRE RATED Al_6EMBLIES,
CLA551FICATION MARKING A5 TO SURFACE BURNING CHARACTERISTIC -5 THAT A NIA\X 314IN. (19 NINI) GAP SHALL BE Nlr\IN'1'AINED BFI \'VF:FN 'I'l IL BOTTOM OF"I'I-IE GYPSLGVI BOARD AWD'fl-[E ICESPECrIVELY. WALL TO BLCONSTRUCTED TED INTHE INDIVIDUAL U=400 OR V400 SERIES DESIGN INTI IE LIL FIRE 7"
AND/OR FIRE RESISTANCE. TOP OF THE CONCRETE FLOOR. RESISTANCE DIKFCCOR.Y. �.
5EE BATT5 AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. THE HOURLY RA'I ING OF "CHL JOINT SYSTEM IS DEPENDENT ON THE HOLIRLY FIRE Rr\'DING OF THE WALL :\SSEiIBLi' 0)
CLASSIFIED COMPANIES. 3. Joint System - Max separation between top of floor and bottom of gypsum board is 3/4 in. (19 mm). 'TFIE JOINT SYSTFi\,l IN WI IICI l FC IS INSTALLED. N
CONSISTS OF A PACKING N[ATERIA\L AND A FILL NIATERIAL, AS FOLLOWS: 2. Wall Assembly - NIIN 6 iN, (152 NbM) _HICK STEEL—REINFORCED LIGHTWEIGHT OR NOIZVIAL WEIGH f (100-150 PCF OR
A. Packing Material - (OPTIONAL, NOF SI IOWN) - NIINERAL WOOL BATT INSULATION, POLYETHYLENE BACKEIC. ROD 1600-2,100 KC/NQ STR.UCCLIRAL CONCRETE. WHEN THE i-IOUIRLY RATING iS GR.&VI•ER THAN 3 [1R, THE MIN
OR GLASS FIBER INSULATION FIRMLY PACKED INTO THE GAP BETWEEN THE BOO TONT OF •T11E GYPSLINi BOARD THICKN SS OF THE WALL SHALL BE 7-5/81N. (194 N[M) WALL MAY ALSO BE C:ONSCRUCCED OF ANY LIL CLASSIFIED
5. GYPSUM BOARD* —GYPSUM PANELS WITH BEVELED, SQUARE OR AND TI IE TOP OF THE CONCRETE FLOOR AND KECIEASED FRONT EACH SURFACE OF THE WALL TO Concrete Blocks*.
TAPERED EDGES. FOR SINGLE LAYER SYSTEMS GYPSUM PANELS APPLIED ACCONLMODATE THE REQUIR.ED'11 [[CKNESS OF FILL NIA-CERIAL. SEE Concrete Blocks (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTOR -Y FOR NANtES OF Ni \NLIFA\C•LIRERS.
VERTICALLY OR HORIZONTALLY WITH JOINTS CENTERE=D OVER STUDS. FOR B. Fill, Void or Cavity Material *-Sealant - NIIN 1/2 IN. (13 NUM) THICKNFSS OF FILL NIATERIAL INSTALLED ON TACH SIDE :3. Joint System - Max width of joint is 1 in. (25 mm). THE JOINT SYSTEM CONSISTS OF THE FOLLOWING:
OF THE WALL, BETWEEN "I TIE BOTTON4 OF THE GYPSLINI BOARD AND'1 HE TOP OF THE: CONCRETE- FLOOR, FLUSH A. Forming Material - (OPTIONAL, NOTSHOWN) - IN 2, 3 OR 4 HR FIRE RATED WALL ASSL?NIBLIES, POLYF'I HYLENE Q
ALL PRODUCTS EXCEPT FSW-a, HORIZONTAL JOINTS N==D NOT ]3E BACKED BACKER ROD, NIINERAL WOOL BATT INSULATION OR FIBERGLASS BATT INSULATION FRICTION FTI. INTO JOINT N
BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT WITH EACH SURFACE OF TFIE WALL. WHEN,NIINERAL, WOOL BA -EI- INSULA•110N IS USED AS A PACKING MATERIAL,
MIN TI-IICKNESS OF FILL. MATERIAL ON EACH SIDE OF THE WALL IS V41N. 6 NLVi . OPENING, FLUSH 1 WITH BOTI I SURFACES OF WALL.
JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. FOR TWO ( )
5Y5T M5 (CONSTRUCTS WITH 5/a IN. THICK BOARD) GYPSUM SPECIFIED TECHNOLOGIES INC - SPECSEAL FS SEALANT, SPECSEAL LCI SEALANT, SPECSEAL L.C150 SEALANT, PENSIL B. Fill, Void or Cavity Material* - Sealant - IN I FIR FIRE RATED WAIL ASSEMBLIES, MIN 5/8 IN. (16 NiM)1'HICKNESS OF J
LAYER E D FILL MATERIAL APPLIED WITI [IN DINT OPENING;. IN 2, 3 OR. 4 HK FIRE RATED WALL ASSalBLIES, MIN 1 IN. 25 NUVI
PANELS APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS 300 SEALAINT OR SPF:C:SFAI. SlR1E5 S[L3UU. J ( ) IL
CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE Note: L Ratings apply when SpecSeal ES Sealant is used. TI IICKNESS OF FILL NIATLIUAL APPLIED WITI IIN JOINT OPENING. SEALANT APPLIED ON ROTI I SIDES OF WALL, FLLISI I
SiDES OF STUDS AND IN ADJACENT LAYERS. HORIZONTAL JOINTS NEED NOT 'BEARING'I'l IL LIL CLASSIFICATION MARK WI'I FI BOTH SURF'ACF:S OF THF: WALL. Q
E3E BACKED 51' STEEL FRAMING. HORIZONTAL EDGE JOINTS AND SPECIFIED TECHNOLOGIES INC - SPECSLAL ES SEALANT, PENSIL :300 SEALANT, SPECSEAL SERIES SIL300 SEALANT,
SPECSEAL LC150 OR. SPECSEAL LE(iUU SEALANT. HORIZONTAL BUT* JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE Note: When SpecSeal LC150 or LE600 Sealant is used, the max assembly rating is 2 hr. o
STAGGERED. HORIZONTAL EDGE= JOINTS IN ADJACENT LAYERS STAGGERED °BEARING�T-•FIE LIL CLASSIFICATION MARK LL'
A MIN OF 12 IN. FOR TWO LAYER SYSTEMS (CONSTRUCTED WITH L IN. THICK jO�TO� OF WALL DETAIL �ATEED GzWE3 P�A�E WALL I O CI IU WALL � �
BOARD) INNER LAYER OF GYPSUM PANELS APPLIED VERTICALLY AND
OUTER LAYER OF GYPSUM PANELS MAY BE APPLIED VERTICALLY OR 2 1—
HORIZONTALLY.
HORIZONTALLY. VERTICAL JOINTS IN ADJACENT LAYERS STAGGERED ONE Scale: DO NOT SCALE Scale: DO NOT SCALE
STUD CAVITY. FOR THF4 EE AND FOUR LAYER SYSTEMS INNER LAYERS TO E3E ® 0)
APPLIED VERTICALLY WITH JOINTS CENTERED OVER 5TUD5 AND
STAGGERED ONE STUD CAVITY ON OPPOSITE 51DE5 OF STUDS. VERTICAL
JOINTS IN ADJACENT LAYERS STAGGERED ONE STUD CAVITY. OUTER LAYER UJ
MAY BE APPLIED VERTICALLY OR HORIZONTALLY. THE: THICKNESS AND
NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HR RATINGS ARE AS
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System No. W -L-1172
F Ratings - 3 and 4 Hr (See Item 1)
T Rating - 0 Hr
L Rating At Ambient - Less Than 1 CFM/sq It Z J (�
L Rating At 400 F - Less Than 1 CFM/sq it System No. HW -S-0044 ®Q LL
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3 3 N=kAl `ate UNdth - 3/4' k 2. Wall Assembly -THE I HR. OR 2 HR FIRE RATED GYPSUM BOAKD/STEEL STUD WALL A\SSEVIBLY SHALL BE 4 Z J
ss Ca 1 hies - 14 Ion MH 1RAUVO e i NO 2 1* (Iii Item Z) CONSI'R.LICTED OF f} IE NiA\"CERIr\LS AND IN THE MANNL'I` DESCRIBED IN THE INDIVIDUAL L[400, V400 OR. bV 100 J N W M
- -
C:\Users\Tony HP Laptop\Dropbox\_2018 Projects\2018-026\2018-026 A700.dwg, A700 UL LISTING, 9/28/2018 4:55:05 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
or SHUL D WALL AND I AR 11 CION DLSIUN D N I HF. LIL 1 IRE RF.SIS L ANTE DiREC. I OIZI AND SHALL N<_.L.LIDL I 1 lE
L Rating At Amblil'It m Le" 1tft I CAI—MAA Ft MW RAt" - i and 2 W (6w ItSM 2) FOLLOWING CONSTRLICfION FEATURES:
A. Steel Floor and Ceiling Runners - FLOOR. AND CEILING RLINNERS OF WALL ASSEMBLY SHALL CONSIST OF GALV
PROVIDED WITH
L lRatlhg At 4OD is Le" 11-M 1 C�'h'i/Lin Kpyl �ld ,; STEEL Cl1A\NNEI S SI%ED TO ACCONINtODATE STEEL, S•1 LIDS (rTF�V[ "2B). CEILING RL.IININEB- TO BE PRI
REVISIONS
rV1IN I -V4 IN. (32 i'AM) FLANGES. CEILING RUNNER. SECURED TO STEEL FLOOR UNITS, PER-PENDICLILA\R TO STEEL
L Rating At Ambi ft Le" Than i COMM 1% FLOOR UNIT DIRECTION, WITI I STEEL FASTENERS OR WELDS SPACED 1Vvvx 2,1 IN. (610 NUVi) OC
0
NATIONAL GYPSUM CO —1/2 IN. THICK TYPE EXP -C, FSW-G, FSK -G,
B. Studs - STUDS TO BE MIN 3-5/5 IN. (92 N[1Vl) WIDE, FV4 IN. (32 MNI) DEEP NO.2.5 GA STEEL CHANNELS. S'FLID SPACING
-rho NOT TO EXCEED 2,1 IN. NIM) OC.
0
F5W-C, F5MR-C OR F5K-C± 5/a IN. THICK TYPE F5L, FSW, F5K, F5W-3, FSW-5,L
�/►�
RatN18 At 4M P • lLe" I C Mllh PE (610
"fOTr\L
FSW-G, FSK -G, F5W-6, FSW-a, FSW-C, FSMR-C OR FSK -C, 3/4 IN. THICK TYPE
C. Gypsum Board* - GYPSUM BOARD SHEETS INSTALLED TO A MIN hHICKNFSS OF S/8 1N. (l6 NLbt) AND I V4 N.
NINI) EACH SIDE OF WALL FOR I. FIR AND 2118 FIRE RATED ASSEMBLIES, RESPECTIVELY. WALL TO BE
0
ULTRA5HIELD(32
•
ON
CONSTRUIC I'ED AS SPECIFIED IN Tl IE INDIVIDUAL WALL AND PARTITION DESIGN IN THE LIL FIRE RESISTANCE
TFINI,.I'1 IS CUT TO FOLLOW THE CONTOUR OF THF. STEEL FLOOR. UNITS
Q
Section A -A
DIRECTORY, EXCEPT IL GYPSUNt BOARD
�. FASTENERS —(NOT SHOWN) —TYPE 5 OR 5-12 STEEL 5CREW5 USED TOA
WI FI A MAX 3/41N• (19 NlNI) GAP NIAINTAINED BETWEEN THE GYPSUNI BOARD AND THE STEEL FLOOR UNITS.
0
ATTACH PANELS TO STUDS ( ITEM 2) OR FURRING CHANNELS (ITEMS -1 OR -lA).
The hourly fire rating of the joint system is dependent on the hourly fire rating of the wall assembly in which it is _
SINGLE LAYER SYSTEMS: WHEN 5/a iN. THICK GYPSUM PANELS APPLIED
1. Wall Assembly -The 3 or 4 hr fire -rated gypsum wallboard/steel stud wall assembly shall be constructed of the materials and
, • .• installed.
3. Joint System -Max separation between bottom of floor and top of wall is 3l4 in. (19 mm). �fF[E JOINT SYSI'F:NI CONSISTS
nt
VERTICALLY, 1 IN. LONG, SPACED a IN. OC ALONG FDG E5 OF BOARD AND 12
in the manner specified in the individual U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall
'4 • OF IE FOLLOWING:-
IN, OC IN THE FIELD OF E30ARD. WHEN 5/a IN. THICK GYPSUM PANELS
include the following construction features:M
S
A. Forming Material - (OPTIONAL, NOT SHOWN) - N 2 FIR FIRE RATED WALL ASSENIBLILS, FOAM BACKER. ROD
APPLIED HORIZONTALLY, I IN. LONG SPACED 8 IN. OC ALONG VERTICAL
EDGES AND IN THE FIELD, AND 12 IN. OC ALONG TOP AND BOTTOM OF WALL.
A. Studs - Wall framing shall consist of steel channel studs. Steel studs to be min 3-5/8 in. (92 mm) wide and spaced max 24
FRICTION FITINTO JOiN" OPENING AND RECESSED iMIN V)_ IN. (13 MINI) FRONT EACH SURFACE OF WALL.
WHEN USED WITH ITEM 2F AND APPLIED HORIZONTALLY, 5CREW5 5PACED a
in. (610 mm) OC.
B. Fill, Void or Cavity Material - Sealant - MIN VZ IN. (13 NINI) _H IICKNESS OF FILL MATERIAL APPLIED WITHIN JOINT"
IN. OC IN THE FIELD AND a IN. ALONG THE= TOP AND BOTTOM ED CrES OF THE
B. Gypsum Board* - Multiple layers of min 1/2 in. (13 mm) thick gypsurn wallboard. The gypsum wallboard type, thickness,
OPF,NIING ON BOTH SIDES OF WALL, FLLISI I WITH BOIL I SURFACES OF WALL. A\ NEIN V4 N. (6 N1Ni) DiANI BEAD OF
SL-:ALANT SHALL BF, APPLIED AVL' POINT CONTACTLOCATIONS.
PROD NO.: 1a-024
WALL. WHEN 1/2 IN. THICK PANEL5 ARE APPLIED VERTICALLY OR
number of layers and orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is
SPECIFIED TECHNOLOGIES INC - SPECSEAL FS SEALANT
DATE: 9-28-10
HORIZONTALLY, 1 IN. LONG, SPACED a IN. OC ALONG EDGES OF BOARD AND
13-1/2 in. (343 mm).
12 IN. OC IN THE FIELD OF E30ARD. WHEN 3/4 IN. THICK PANEL5 ARE APPLIEDL-W-A
The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is
raasa DRd1II1VCs AM COPY -
RiCHTBD BY AMSIGN
AMANAGNAMT, LLC, Rots
VERTICALLY OR HORIZONTALLY, I-1/4 IN. LONG SPAGEp a IN. OC ALONG
1
installed.
�` "BEA\RIN<:, THE LIL CLA\SSIFICA\KION Nir\RK
A
TSIS COPYRIGHT AND OTNaR
RIGHTS RESTRICTS TO USE OF
EDGES OF BOARD AND IN THE FIELD. TWO LAYER SYSTEMS: FIRST LAYER-
G�(it�on
rHasa DocuxaNTs ro TH3
IN. LONG FOR 1/2 AND 5/a IN. THICK PANEL5, 5PACED Uro IN. OC. SECOND
2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the
Q l •
ORIGINAL SITS OR PLBPOSa FOR
WHICH THaY I/aRE PREPARED.
LAYER- 1-5/a IN, LONG FOR 1/2 IN., 5/a IN. THICK PANELS, 5PACED lro IN. OC
firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be min 1/4 in. to
REPRODUCTIONS, CHANGRS, OR
ASSICNtaNTS AM STRICTLY
WITH SCREWS OFFSET a IN. FROM FIRST LAYER. THREE -LAYER SYSTEMS:
max 1/2 in. 6 to 13 mm . Pipe, conduit or tubing
( ) p g to be rigidly supported on both sides of floor or wall assembly. The following
PROHIBIT=
FIRST LAYER- 1 IN. LONG FOR 1/2 IN, 5/0 IN. THICK PANEL5, 5PACED 24 IN. OC.
types and sizes of metallic pipes, conduits or tubing may be used:
'
SECOND LAYER- 1-5/a IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANEL5, SPACED
A. Steel Pipe - Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
DRAWN: AE
24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK PANELS OR 2-5/8
B. Iron Pipe Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe.
' '
CHECK. AE
IN. LONG FOR 5/a IN. THICK PANELS, SPACED 12 IN. OC. 5CREW5 OFFSET MIN G
'
IN. FORM LAYER BELOW. FOUR -LAYER SYSTEMS: FIR5T LAYER- I IN. LONG
C. Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit, nom 4 in. (102 mm) diam (or smaller) electrical metallic
FOR 1/2 IN., 5/a IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/a
tubing or nom 1 in. (25 mm) diam (or smaller) flexible steel conduit.
IN. LONG FOR 1/2 IN., 5/a IN, THICK PANELS 5PACED 24 IN. OG, THIRD LAYER-
D. Copper Tubing - Nom 6 in. (152 rnrn) diam (or smaller) Type M (or heavier) copper tubing.
2-1/4 IN. LONG FOR 1/2 IN, THICK PANELS OR 2-5/a IN. LONG FOR 5/a IN. THICK
PANEL5, 5PACED 24 IN. OC. FOURTH LAYER- 2-5/a IN. LONG FOR 1/2 IN. THICK
E. Copper Pipe - Nom 6 in. (152 rnrn) diam (or smaller) Regular (or heavier) copper pipe.
PANELS OR 3 IN. LONG FOR 5/a IN. THICK PANELS, 5PACED 12 IN. OC.
3. Fill, Void or Cavity Materials* - Sealant - Min 1 in. (25 mm) thickness of fill material applied within the annulus, flush with both
SCREWS OFFSET MIN lo IN. FROM LAYER BELOW.
surfaces of wall.
SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCI Sealant
1. Floor Assembly -THE FIRE-RAI"ED FLUTED STEEL DECK/CONCKETE FLOOR. ASSEMBLY SHALL BE CONS R-LICTED OF
TI IE MATERIALS AND INTI ILMANNER. DESCRIBED INTI IE INDIVIDUAL FLOOR. -CEILING DESIGN IN Ti IE LIL FIRE
*Bearing the UL Classification Mark
RESISTANCE DIRECTORY AND SHALL INCLUDE THF. FOLLOWING COINS'IB-LICTiON FEATURES:
A700
A. Steel Floor and Floor Units* - MAX 3 IN. (76 Nbkl) DEEP GALV STEEL FLUTED FLOOR UNITS.
B. Concrete - NIIN 2-V2 IN. (64 Nbvi) THICK REINFORCED CONCRETE, AS N1EAISSLIRED FR.ONI Tl IE TOP PLANE OF THE
FLOOR UNITS.
IRAtED WALL DETAIL -- UL V -43a
T"'r IGAL 5,4f;PE FIE FE1 ETF,:ATION
�4EAD OF WALL FEET IL
.4
3
Scale: DO NOT SCALE
Scale: DO NOT SCALE
Scale: DO NOT SCALE
C:\Users\Tony HP Laptop\Dropbox\_2018 Projects\2018-026\2018-026 A700.dwg, A700 UL LISTING, 9/28/2018 4:55:05 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
Design No. U469
July 26, 2018
Assembly Rating — 1 HR
Nonbearing Wall
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
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HOR..Z_ 5 E C'T10P4
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1. Floor and Ceiling Runners — "J" - shaped, 2-1/2 in. wide with unequal legs of 1 in. and 2 in., fabricated frorn 24 MSG galv
steel (rnin 20 MSG steel required when Item 4A, 4B, or 4C is used). Runners attached to structural supports with steel fasteners
located not greater than in. frorn ends and not greater than 24 in. OC.
2, Steel Studs -- "C -H" shaped studs, 2-1/2 in, wide by 1-1/2 in. deep, fabricated from min 25 MSG galy steel (min 20 MSG steel
required when Item 4A, 4B, or 4C is used), spaced 24 in. or 600 mm OC (max 16 in. OC when Itern 4A, 4B, or 4C is used).
Vertically restrained walls require studs to be cut 3/8 in. less than floor to ceiling height.
3. Gypsum Board* — 1 in. thick gypsum wallboard liner panels, supplied in nominal 24 in. or 600 rum widths, Vertical edges
inserted in "H" shaped section of "C -H" studs, Free edge of end panels attached to long leg of "J" runners with 1-5/8 in, long Type
S head steel screws spaced not greater than 12 in. OC.
CERTAINTEED GYPSUM INC — Types Shaftliner, EGRG Shaftliner or GlasRoc Shaftliner
CGC INC — Type SLX.
CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFCSL
GEORGIA -PACIFIC GYPSUM L L C — Types TP -6, DGUSL, and TRSL
UNITED STATES GYPSUM CO — -Type SLX
USG BORAL DRYWALL SFZ LLC Type SLX
USG MEXICO S A DE C V —Type SLX.
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4. Gypsum Board* — 5/8 in. thick, 4 ft or 1200 mm wide, applied vertically and attached to studs with 1 in. long Type S steel
screws spaced 12 in. OC along the edges and in the field of the boards.
ACADIA DRYWALL SUPPLIES LTD — 5/8 Type X, Type Blueglass Exterior Sheathing
AMERICAN GYPSUM CO — Types AGX-1, M -Glass, AG -C, LightRoc.
CERTAINTEED GYPSUM INC — Type C, Type X-2, Type X, Type X-1,
CGC INC — Types C, IP -X1, IP -X2, IPC -AR, SCX, ULX, or WRC.
CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC-C, LGFC-C/A, LGFC6A
GEORGIA -PACIFIC GYPSUM L L C — Types 5, DAPC, Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing -
Type X. Soffit - Type X, Type TG -C, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX,
Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster
Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type
DGL2W, Sheathing - Type DGL2W, Type DGG, Type DAP, Type DS.
PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM —Types C, PG -11, PG -C, PGS-WRS.
SAINT-GOBAIN GYPROC MIDDLE EAST FZE — Type Gyproc FireStop, Gyproc FireStop MR, Gyproc FireStop M2TECH, Gyproc
FireStop ACTIV'Air, Gyproc FireStop MR ACTIV'Air, Gyproc FireStop M2TECH ACTIV'Air, Gyproc Dura Line, Gyproc Dura Line MR,
Gyproc Dura Line M2TECH, Gyproc Dura Line ACTIV'Air, Gyproc DuraLine MR ACTIV'Air, Gyproc Dura Line M2TECH ACTIV'Air
THAI GYPSUM PRODUCTS PCL —Type C.
UNITED STATES GYPSUM CO — Types C, FRX-G, IP -X1, IP -X2, IPC -AR, SCX, ULX or WRC.
USG BORAL DRYWALL SFZ LLC — Types C, SCX
USG MEXICO S A DE C V — Types C, IP -X1, IP -X2, IPC -AR, SCX, ULX, or WRC.
4A. Gypsum Board* — Not Shown - As an Alternate to Item 4. Nom 5/8 in. thick lead backed gypsum panels with beveled,
square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of
studs. Wallboard secured to studs with 1-1/4 in. long Type 5-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the
field. Lead batten strips (Item 6) required behind vertical joints
RAY -BAR ENGINEERING CORP — Type RB-LBG
4B. Gypsum Board* — Not Shown - As an Alternate to Item 4. Nom 5/8 in. thick lead backed gypsum panels with beveled,
square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of
studs, Wallboard secured to studs with 1-1/4 in. long Type 5-1.2 steel screws spaced 8 In. OC at perimeter and 12 in. OC in the
field. Lead batten strips required behind vertical joints. To be used with Lead Batten Strips (see Item 6B) or Lead Discs (see Item
6C).
MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsum
4C. Gypsum Board* — (Not Shown - As an Alternate to Item 4.). Nom 5/8 in. thick lead backed gypsum panels with beveled,
square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of
studs. Wallboard secured to studs with 1-1/4 in. long Type 5-12 steel screws gypsum panel steel screws spaced 8 in. OC at
perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional
at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of
studs and attached to the stud with construction adhesive and two 1 in. long -Type 5-12 pan head steel screws, one at the top of
the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or
adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-
L-201f, Grade "C".
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Scale: HALF
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RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall
4D. Gypsum Board* — For use with Itern 5D, Batts and Blankets*and minimum stud depth increased to 4 in. - 5/8 in. thick, 4
ft or 1200 Turn wide, applied vertically and attached to studs with 1 in. long Type S steel screws spaced 12 in. OC along the edges
and in the field of the boards.
UNITED STATES GYPSUM CO •-- Type ULIX
5. Batts and Blankets* — (Optional) — Mineral wool batty partially or completely filling stud cavity.
ROCKWOOL — Type AFB
THERMAFIBER INC —Type SAFE, SAFB FF
5A, Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 5) — (100% Borate Formulation) — Spray applied cellulose
material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied
with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or
adhesive at a nominal dry density of 3.5 Ib/ft3, in accordance with the application instructions supplied with the product,
U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. INS765LD and INS77OLD are to be used for dry
application only.
513. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 5) and Itern 5A - Spray applied cellulose insulation material.
The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied
to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft.
NU -WOOL CO INC — Cellulose Insulation
5C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Itern 5) - Spray applied cellulose fiber. The fiber is applied with
water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum
dry density shall be 4.30 lbs/ft3.
INTERNATIONAL CELLULOSE CORP — Celbar-RL
5D. Batts and Blankets* — For use with Item 4D. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing
the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BKNV or
BZJZ) Categories for names of Classified companies.
6. Lead Batten Strips — For Use with Item 4A - (Not. Shown) — Lead batten strips required behind vertical joints of lead backecl
gypsum wallboard (Itern 4A) and optional at remaining stud locations. Strips, rnin 1-1/2 in, wide, max 10 ft long with a max
thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior Face of the stud with two 1 in. long
Type. 5-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a
purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".
6A. Lead Discs or Tabs — (Not Shown) - Used in lieu of or in addition to the lead batten strips (Item 6) or optional at other
locations - Max 3/4 in. diam by rnax 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2
in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5) underneath screw locations prior to the
installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C".
6B. Lead Batten Strips — (Not Shown, for use with Item 413) Lead batten strips, 2 in, wide, max 10 ft long with a max thickness
of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long rnin. Type 5-8 pan head steel
screws, one at the top of the strip and one at the bottorn of the strip or with one rnin. 1 in. long min. -Type S-8 pan head steel
screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B,
C or D".
6C. Lead Discs — (Not Shown, for use with Item 4B) Max 5/16 in. diam by max 0.140 in, thick lead discs compression fitted or
adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C
or D".
such products shall bear the UL -or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as
Canada), respectively. J
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PROD NO.: la -024
DATE: 9-28-10
THSSS BARN NGS ARS COPY-
RIGHTED BY SDSSIGY
-M11ONALBNT, LLC, 2018
THIS COPYRIGHT AND OTHER
RIGHTS RNSTRICTS THE USE OF
THESE DOCUI(SNTS TO TRS
ORIGINAL SITE OR PURPOSE FOR
IIHICH THEY URS PRSPARSD.
REPRODUCTIONS, CHANGES, OR
ASSICNl1SNTS dRd STRICTLY
PROHIDITED.
DRAWN: AE
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GENERAL PLUMBING NOTES
1. PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE LOCAL CODES,
AND UTILITY COMPANY REGULATIONS.
2. PLUMBING CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND PAY
ALL FEES RELATIVE TO THE INSTALLATION OF HIS WORK
3. PLUMBING CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS DURING
PRE-BID SITE VISITS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INCLUSION OF ALL REQUIRED DEMOLITION IN AREAS UNDERGOING
MODIFICATION, WHETHER OR NOT SUCH WORK IS INDICATED ON THE DRAWINGS.
DEMOLITION SHALL GENERALLY BE ARRANGED TO AGREE WITH THE
ACCOMPLISHMENT OF WORK UNDER THE VARIOUS PHASES AND IN
COORDINATION WITH THE WORK OF OTHER TRADES. CONTRACTOR SHALL
EXAMINE ALL ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
4. THE PLUMBING CONTRACTOR SHALL OBTAIN A FULL SET OF DRAWINGS AND
SPECIFICATIONS FOR THIS PROJECT, AND SHALL BE AWARE OF THE WORK OF ALL
OTHER TRADES WHICH MAY REQUIRE COORDINATION.
5. PLUMBING CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO, AND
ELEVATION OF EXISTING PIPING, PRIOR TO INSTALLATION OF NEW PIPING.
6. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL
OTHER CONTRACTORS BEFORE INSTALLATION OF HIS WORK IN CHASES, CEILING
SPACES AND OTHER AREAS WHERE CONFLICTS MAY OCCUR.
7. ALL PIPING SHOWN IS SCHEMATIC. IT IS NOT POSSIBLE TO INDICATE EVERY
OFFSET, ELBOW, UNION, VALVE, TRAP, ACCESS PANEL, ETC. THAT IS REQUIRED
FOR A PROPERLY WORKING SYSTEM. NO ADDITIONAL COST WILL BE ALLOWED
FOR FITTINGS THAT ARE REQUIRED TO INS -FALL THE PIPING SYSTEM WITHIN THE
SPACE PROVIDED AND ARE REQUIRED FOR A COMPLETE WORKING SYSTEM IN
ACCORDANCE WITH ALL OF THE REQUIREMENTS OF THE CODES AND
REGULATIONS.
8. PERFORM ALL EXCAVATION REQUIRED FOR UNDERGROUND PLUMBING LINES.
ALL EXCAVATION SHALL BE MADE IN A MANNER TO PROVIDE A UNIFORM
BEARING FOR ALL PIPES. AFTER WORK HAS BEEN INSPECTED AND APPROVED,
EXCAVATIONS SHALL BE BACKFILLED WITH CLEAN EARTH PLACED IN LAYERS
NOT OVER SIX (6) INCHES DEEP AND THOROUGHLY COMPACTED TO PREVENT
SETTLEMENT. EXCAVATION BELOW THE REQUIRED GRADE SHALL BE REFILLED
WITH SAND OR GRAVEL. WHERE ROCK IS ENCOUNTERED, IT SHALL BE
EXCAVATED TO THREE (3) INCHES BELOW THE REQUIRED GRADE AND FILLED
WITH SAND AND FINE GRAVEL. EXCESS MATERIAL FROM EXCAVATIONS SHALL
BE REMOVED FROM PROPERTY UNLESS APPROVED BY THE OWNER'S
REPRESENTATIVE.
9. SANITARY OR STORM DRAIN PIPE AND FITTINGS INSTALLED BELOW SLAB ON
GRADE FLOOR SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT
WELD JOINTS.
10. SANITARY WASTE AND VENT PIPE, OR STORM DRAIN PIPE AND FITTINGS
INSTALLED ABOVE GROUND SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS
WITH SOLVENT WELD JOINTS.
11. SANITARY DRAINAGE SYSTEM SHALL BE WATER TESTED BEFORE FINAL
CONNECTION TO THE SANITARY SEWER. ALL OPENINGS SHALL BE PLUGGED
EXCEPT THE HIGHEST OPENING, WHICH SHALL PRODUCE A MINIMUM OF A 10
FOOT HEAD. THE SYSTEM SHALL RETAIN THE WATER LEVEL FOR AT LEAST
FIFTEEN (15) MINUTES AT WHICH TIME ALL JOINTS SHALL BE INSPECTED AND ALL
OBSERVED LEAKS CORRECTED.
12. DOMESTIC WATER PIPING RUN UNDER SLAB ON GRADE FLOOR SHALL BE
TYPE 'K' SOFT COPPER TUBING WITH CAST BRASS FLARED TYPE FITTINGS.
13, NEW DOMESTIC WATER PIPE AND FITTINGS WITHIN THE BUILDING SHALL BE TYPE
SCHEDULE 80 CPVC.
14. PROVIDE "WATTS" NO. 8A 'VACUUM BREAKER ON ALL HOSE BIBS AND WALL
HYDRANTS.
15. SOLDER SHALL BE LEAD FREE, HAVING A COMPOSITION SIMILAR TO 95.5%
TIN, 4% COPPER, AND 0.5% SILVER AS MANUFACTURED BY ENGELHARD
CORPORATION OR EQUAL.
16. VALVES IN DOMESTIC WATER PIPING, 2" AND SMALLER SHALL BE BRONZE
BODY WITH FULL PORT STAINLESS STEEL BALL, AND LEVER HANDLE.
17. STERILIZE THE ENTIRE WATER DISTRIBUTION SYSTEM THOROUGHLY WITH A
SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF AVAILABLE
CHLORINE. USE EITHER LIQUID CHLORINE CONFORMING TO FEDERAL
SPECIFICATION BB -C-120 OR CALCIUM HYPOCHLORITE OR CHLORINATED LIME
CONFORMING TO FEDERAL SPECIFICATION, 0-C-114. INTRODUCE INTO THE
SYSTEM IN AN APPROVED MANNER, ALLOW THE STERILIZING SOLUTION TO
REMAIN IN THE SYSTEM FOR 24 HOURS, DURING WHICH TIME ALL VALVES AND
FAUCETS SHALL BE OPENED AND CLOSED SEVERAL TIMES, AFTER
STERILIZATION, THE SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH
CLEAN WATER UNTIL THE RESIDUAL CHLORINE CONTENT IS NOT GREATER THAN
0.2 PARTS PER MILLION UNLESS OTHERWISE DIRECTED.
18. WATER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF
NOT LESS THAN 100 PSI FOR A PERIOD OF 24 HOURS WITH A PRESSURE LOSS N
IN EXCESS OF 1 PSI.
19. INSULATION FOR DOMESTIC WATER PIPING SHALL BE 3/4' THICK, PREFORMED
FIBERGLASS WITH VAPOR BARRIER JACKET. AT CONTRACTOR'S OPTION HE MAY
USE 3/8' THICK PRE -MOLDED FOAM PLASTIC SIMILAR TO "ARMAFLEX" INSTALLED
IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS,
20. THE CONTRACTOR SHALL FURNISH OWNER A CERTIFICATE STATING THAT
ALL TESTS HAVE BEEN PERFORMED AND THAT ALL OF THE PIPING SYSTEMS ARE
FREE OF DEFECTS, IN MATERIAL AND WORKMANSHIP AND ALL SYSTEMS HAVE
SUCCESSFULLY PASSED THE TESTS. THIS CERTIFICATE SHALL BE SIGNED BY THIS
CONTRACTOR.
21. FOR FACTORY -ASSEMBLED EQUIPMENT AND DEVICES ON WHICH THE
MANUFACTURERS FURNISH STANDARD PUBLISHED GUARANTEES AS REGULAR
TRADE PRACTICE, OBTAIN SUCH GUARANTEES AND REPLACE ANY SUCH
EQUIPMENT WHICH PROVES DEFECTIVE DURING THE LIFE OF THESE
GUARANTEES.
22. GUARANTEE ALL WORK FOR WHICH MATERIALS ARE FURNISHED,
FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY -
ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S
GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING
MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE
SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL
ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND
TO DEFECTIVE WORKMANSHIP OF ANY KIND.
23.
FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY -
ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S
GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING
MANUFACTURER'S GUARANTEED EQUIPMENT, THIS PERSONAL ,GUARANTEE
SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL
ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND
TO DEFECTIVE WORKMANSHIP OF ANY KIND.
HANGER
INSULATION (VAPOR
5ARRIER TYPE 15
REQUIRED FOR LOW
TEMPERATURE PIPE
PROVIDE HIGH
COMPRESSIVE STRENGTH
INSULATION (9 P5F MIN.
DENSITY) UNDER
INSULATION 51-AIELD
INSULATION SHIELD
AT HANGER
ADJUSTABLE CLEVIS
HANGER TYPE I - SEE
5PECIFICATION5
PROVIDE INSULATI^ti' a,"'c' r-,
4 INSERT FOR ALL
(8" MIN.)
NOTES:
SEE SPECIFIER FOR DETAILED
HANGER REQUIREMENTS
LD
'SADDLE
ADJU5TA5LE CLEV15 HANGER
TYPE 43 - SEE
SPECIFICATIONS
1/2" DIA.
HANGER RODS WITH
aro" MAX.
SPACING ON EACH
CHANNEL
SIDE VIEW TRAPEZE HANGER FOR UP
TO 1000 LB. UNIFORM LOAD
1-5/a" X 12 GAUGE
CHANNEL OR 2 "X2 "A/4"
ANGLE
PIPE HANGERS
3 16
H
13
22
LAVATORY CARRIER
DO NOT SCALE
1 MIN.
1 8 MAX. "
LEVELING Sc
D E F
LOCKIN
DEVICE
2 8 MIN.
C
2 MAX. B
ADJUSTAT SCREWS
MUST BE LOCATED AT
BOTTOM AS SHOWN
\FINISHED
SUt�AGES
O� X EXP ANCHOR5
42
32
FOR ALL DIMEI5oN WITH LETTERS REFER TO ROUGH IN GUIDE OF SPECIFIC FIXTURE
ot WITH STANDARD SLEEVE LENGTH OF 4
DO NOT SCALE
ME CHAN I CAL_ L_ EGSENID
MAXIMUM PIPE/TUBING SUPPORT SPACING
NOM. SIZE IN.
THRU 3/4
1
11/4
11/2
2
11/2
3
4
5
6
8
10
12
14
16
18
20
CLOSET-
PIPE FT.
1
VALVE WITH CP -P2 LITHIUM BATERY, WITH OVERRIDE BUTTON,WHITE, OPEN FRONT SEAT
9
10
II
12
14
16
11
19
22
23
25
21
28
30
W
TUEiINC; FT
5 FT
6
1
8
8
9
10
12
13
14
I16-
-
-
-
-
-
NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON
TRAPEZE.
PIPE HANGERS
3 16
H
13
22
LAVATORY CARRIER
DO NOT SCALE
1 MIN.
1 8 MAX. "
LEVELING Sc
D E F
LOCKIN
DEVICE
2 8 MIN.
C
2 MAX. B
ADJUSTAT SCREWS
MUST BE LOCATED AT
BOTTOM AS SHOWN
\FINISHED
SUt�AGES
O� X EXP ANCHOR5
42
32
FOR ALL DIMEI5oN WITH LETTERS REFER TO ROUGH IN GUIDE OF SPECIFIC FIXTURE
ot WITH STANDARD SLEEVE LENGTH OF 4
DO NOT SCALE
ME CHAN I CAL_ L_ EGSENID
SYMBOL
Dr=5CRIPTION
IUESCIRIFTION
NEW SANITARY DRAIN PIPING
EXIST SANITARY PIPING
h..ti
POTABLE COLD WATER PIPING
- - -
POTABLE HOT WATER PIPING
C0
FLOOR DRAIN
POC®
POINT OF CONNECTION TO EXISTING
TO MEET ANSI Al 17.1 M HANDICAP SPECIFICATION. MOUNT SINK AT 33.9" TO RIM 19.25" X 17.25"
�M
1. DEMO EXISTING LAVATORY
2. PROVIDE IN WALL STEEL
FLOOR MOUNTED LAVATORY
CARRIER. ZURN Z1231
CONCALED ARM SYSTEM 250
LB LOAD RATING
3. PROVIDE WATER HAMMER
ARRESTORS ON LAVATORY
AND EWF
4. CONNECT TO EXISTING
SUPPLY
5. EXTEND EXISTING SUPPLY
FROM EXISTING LAV
LOCATION- liz" CPUC
G . CLEAN EXISTING FIXTURES
AND REPAIR TO WORKING
ORDER OR REPLACE IF
UNITS ARE BEYOND REPAIR
-1. EXISTING SERVICE 51NK
CLEAN AND REPAIR TO
WORKING OREDER
MISCELLANEOUS PLUMBING NOTES
ALL PLUMPING FIXTURES MAY PE SUPPLIED ON AN "OR EQUAL"
5A31S.
PLUMBING SUB -CONTRACTOR SHALL 5U5MIT A FULL SUBMITTAL
PACKAGE TO AND FOR THE REVIEW OF THE GC AND THE
ARCHITECT,
INCLUDE FULL COMPLETE INFORMATION ALL PLUMBING FIXTURES,
DEVICES, PIPING, ACCESSORIES, MATERIALS, AND ACCESSORIES.
3
X1
121
HLAV
1ARM
HWC
PLUMBING WASTE AND SUPPLY PLAN
SUBMIT A MIN OF 3 COPIES BOUND AND IDENTIFIED WITH THE
PROJECT NAME, PLUM51NG 5UB-CONTRACTOR NAME, AND DATE.
FLUr'"01IN OU I M NT 4 F-IXTUfP-,E SCH ULFE
ITEM NO.
ITEM
IUESCIRIFTION
W
W k; co
h..ti
GLACIERS BAY ARAGON WALL MOUNT, WHITE, LAVATORY, 13 -0010 -ADA OR APPROVED EQUAL PROVIDE
HLAV
HC
BUILDERS 4 IN CENTERSEf 2 LEVER HANDLE LOW ARC FAUCET 7032EC-A8104 (OR APPROVED EQUAL)
�j
w� W
LAVATORY
TO MEET ANSI Al 17.1 M HANDICAP SPECIFICATION. MOUNT SINK AT 33.9" TO RIM 19.25" X 17.25"
�M
HC WATER
AMERICAN STD MADERA 1.6 GPF ADA FLOOR MOUNTED, ELONGATED 3461.660 OR APPROVED
HWC
CLOSET-
EQUAL. EXCEEDS ASME Al 12.19.2 M FOR VITREOUS CHINA FIXTURES. SELECTRONIC FLUSH
VALVE WITH CP -P2 LITHIUM BATERY, WITH OVERRIDE BUTTON,WHITE, OPEN FRONT SEAT
EWF
DRINKING
NEW HI - LO ADAAG COMPLIANT ELAKY LMABF8 115V 60 HZ 8GPM 5.0 FL AMPS 370 W
FOUNTAIN
OR APPROVED EQUAL
WATER
F..
WHA
HAMMER
WATTS SERIES 15.
ARRESTOR
W
WCO
CLEAN OUT
STANDARD PVC GRADE 2 WAY CLEAN OUT CONFIGURATION WITH STAINLESS STEEL COVER
Scale: 1/2"=1'-0"
11/2 " ARM
ISI
rl
C404.a.2 LAVATORIES OR RE5TROOMS OF PUBLIC FACILITIES.
LAVATORIES OR RESTROOM5 OF PUE3LIC FACILITIES SHALL:
1. BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF HOT WATER TO A
MAXIMUM OF 0.5 GPM (0.03 L/S) OR BE EQUIPPED WITH SELF-CLOSING VALVES THAT LIMIT
DELIVERY TO A PER CYCLE MAXIMUM OF 0.25 GALLONS (0.95 L) OF HOT WATER FOR
RECIRCULATING SYSTEMS AND TO A MAXIMUM OF 0.50 GALLONS (1.9 L) FOR
NONRECIRCULATING SYSTEMS.
EXCEPTION: SEPARATE LAVATORIES FOR PHYSICALLY HANDICAPPED PERSONS SHALL
NOT BE EQUIPPED WITH SELF-CLOSING VALVES.
2. BE EQUIPPED WITH DEVICES WHICH LIMIT THE OUTLET TEMPERATURE TO A MAXIMUM OF
110°F (43'C).
3. MEET THE PROVISIONS OF 42 CFR 6295(x), STANDARDS FOR WATER CLOSETS AND
URINALS.
FAUCET SEE
SPECIFICATI
LAMINAR FLOW
CONTROL-
DEVICE
ONTROLDEVICE
L005E
KEY STOP
ESCUTCHEON
FINISHED
FLOOR
ILL
N 4 0 0
Ct _1
w � OFFSET
11-10
U WASTE
TRAP (FLOW)
p _ PARALLEL TO WALL
HC LAVATAO RY
DO NOT SCALE
3
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ANTHONY E. EWEN AR0009781
REVISIONS
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PROD NO.:Ia-024
DATE: 9 -2a -1a
THNSN DRAWINGS ARE COPY-
RIGHTED BY EDNSIGN
MANAONMENT, LLC, 2018
rurs COPYRIGHT AND OTHER
RIGHTS RESTRICTS WN USN OF
THNSN DOMWNTS TO THS
ORIGINAL SITE OR PORMSE FOR
WHICH THNr AERN PREPARND.
RNPRODUMONS, CHANGNS, OR
ASSIGNMENTS ARE STRICTLY
PROHIBITED.
DRAWN: AE
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PROD NO.:Ia-024
DATE: 9 -2a -1a
THNSN DRAWINGS ARE COPY-
RIGHTED BY EDNSIGN
MANAONMENT, LLC, 2018
rurs COPYRIGHT AND OTHER
RIGHTS RESTRICTS WN USN OF
THNSN DOMWNTS TO THS
ORIGINAL SITE OR PORMSE FOR
WHICH THNr AERN PREPARND.
RNPRODUMONS, CHANGNS, OR
ASSIGNMENTS ARE STRICTLY
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FIBERBOARD) GOUGING. ANGLES CA. STEEL STRAPS
SHALL BE 4" WIDE BY WRAPPING UNDER
2" HIGH BY 2" UNDER DUCT EVERY 6 FT.
DUCT. TWO ANGLES PER MAX. ALSO SUPPORT
18" FROM ANY
12 GAUGE WIRE STRAP.
OR 1/4" ROD TO CONNECTION. MINIMUM ANTHONY E. NWJFN AB0009781
TOP CHORD OF. � 1" WIDE 22 GAUGE 2" WIDE NO BURN
TRUSS STRAP WRAPPING RATE/SELF
4 FT MA UNDER DUCT AND EXTINGUISHING FABRIC
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ATTACHED TO TOP HANGER STRAP MAY
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AT LEAST ONMETAL STRAPS FOR
HANGER PER FLE DUCT ONLY
TRANSVERSE
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SEE SPECIFICATIONS
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OUTSIDE AIR CALCULATION PER FBC—EXISTING 2017 5TFI ED 809.2
OCCUPANCY (DENISTY) LOAD CALCULATION PER FBC—M 2017 5TFI ED TABLE 403.3
3333 SF 0
15 / 1000 SALES 3333 SF 50 PERSONS Q
OA = 5 X 50 = 250 CFM REQ, Q
VA = 15 X 50 = 750 CFM REQ
PROD NO.:Ia-024
DATA': 9-20-18
AIR SCOOP THa88 DJUWINGS A" COPY-
RIGHTSJ BY SDSSIGN
XAMAGArAfir". LLC 2018
THIS COPYRIGHT AND OTHER
STAINLESS STEEL
TO T
DRAW BAND H s c T USX OF
THSSS DOCULISNTS HS
ORIGINAL SITS OR PURPOSL FOR
WHICH THEY MSRS PREPARED.
REPRODUCTIONS CHANCES, OR
SUPPLY PROMB�ND. ARE STRICTLY
DUCT
ORA WN: AE
\ AIR FLOW
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M201
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C:\Users\Tony HP Laptop\Dropbox\_2018 Projects\2018-026\2018-026 M200.dwg, M201 HVAC DTLS, 9/28/2018 4:55:26 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT
CF'UVVLK & �)Y I ttivl5 FLAN
1 Scale: 1/4"=1'-0"
MI5C SU55CRIPT LEGEND FOR ALL DEVIC26
N NEW (OR RELOCATED) AC INCHES AEOVE COUNTER
D DEMOLISH
LEGENp R RELOCATED
SINGLE FACE EXIT/EMERGENCY COMBO LIGHT, WIRE AHEAD OF LOCAL SWITCH
CONTROL. SEE FIXTURE SCHEDULE
® SINGLE FACE EXIT LIGHT. WIRE AHEAD OF LOCAL SWITCH CONTROL. SEE FIXTURE
SCHEDULE
(� C BRACKET OR WALL MOUNTED LIGHT FIXTURE. LETTER DENOTES TYPE, SEE
Y FIXTURE SCHEDULE
A FLUORESCENT LIGHT FIXTURE. LETTER DENOTES TYPE. SEE FIXTURE SCHEDULE.
EMER(sENCY LIGHT FIXTURE. WIRE AHEAD OF LOCAL SWITCH CONTROL.
:v 12" BELOW CEILING.
TOGGLE SWITCH - SINGLE POLE
TOGGLE SWITCH -TRIPLE POLE
$OS TOGGLE SWITCH-occUPANY SENSOR
$M MANUAL MOTOR STARTER - 50. D. FG -IP
DUPLEX RECEPTACLE 18" A.F.F.-U.N.O. - NUMBER SUBSCRIPT INDICATES CIRCUIT
DESIGNATION HUBBELL 05262-I. "c" INDICATES 6" ABOVE COUNTER.
�WF' DUPLEX RECEPTACLE - IN WEATHER PROOF ENCLOSURE OR COVER.
t DOUBLE DUPLEX RECEPTACLE MOUNTED IN COMMON BOX WITH COMMON COVER.
DUPLEX RECEPTACLE - GFCI TYPE
240 RECEPTACLE - SEE EOUIPMENT SCHEDULE FOR CONFIGURATION.
® 240 V HARDWIRE CONNECTION - SEE EQUIPMENT SCHEDULE FOR CONFIGURATION.
TELEPHONE OUTLET WITH 5U5HED HOLE COVER PLATE. 3/4" C. TO ABOVE CEILING.
"W" INDICATES WALL MOUNTED m 52" AFF.
COMPUTER OUTLET WITH BU5HED HOLE COVER PLATE. 1" C TO CPU. J.5.
FUSED DISCONNECT SWITCH 51ZE AS NOTED.
NON-FUSED DISCONNECT SWITCH SIZE AS NOTED.
PUSH BUTTON MOUNTED 48" AFF., EDWARDS 0052
TRANSFORMER MOUNTED ABOVE CEILING, EDWARDS w590
POWER POLE WITH DUPLEX RECEPTACLE AND DATA BOX
PHONE/DATA BOX w IS" AFF WITH 1/2" CONDUIT IN WALL TO ABOVE CEILING
TWIN HEAD EMERGENCY LIGHT (WALL OR CLG MOUNT SEE PLAN)
BELL MOUNTED 6" BELOW CEILING, EDWARDS "6100-401
SEE ELECTRICAL NOTES.
SEE EQUIPMENT SCHEDULE.
ABOVE FINISHED FLOOR
TWIST LOCK
Hp_�CONDUIT RUN CONCEALED IN WALLS OR CEILING SPACES. ARROWS INDICATE
HOMERUNS, HA5HMARICS INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO.
SUE35CRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED
IN ALL CONDUITS BUT NOT INDICATED.
WP WEATHERPROOF
UNO UNLESS NOTED OTHERWISE
—T - DENOTES TELEPHONE CONDUIT.
— -- DENOTES COMMUNICATION/DATA CONDUIT.
—* —� DENOTES FIRE ALARM CONDUIT. WIRING PER MANUFACTURER RECOMMENDATION.
4W MOTOR CONNECTION.
O
D
0
LJ
TV
O
JUNCTION OR OUTLET BOX ABOVE CEILING.
DENOTES DC CIRCUIT. WIRE PER MANUFACTURERS RECOMMENDATIONS.
SMOKE DETECTOR, MATCH EXISTING SYSTEM TYPE.
FIRE ALARM HORN 5TR05E - l'-0" AFF. - MATCH EXISTING SYSTEM.
FIRE ALARM PULL 5 rA-rION - 4'-00" A.F.F. - MATCH EXISTING SYSTEM.
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C:\Users\Tony HP Laptop\Dropbox\ 2018 Projects\2018-026\2018-026 E100.dwg, E100 ELEC PLAN, 9/28/2018 4:55:29 AM, Tony HP Laptop, AutoCAD PDF (High Quality Print).pc3, ARCH full bleed D (36.00 x24.00 Inches), 1:1, COPYRIGHT EDESIGN LLC 2018, ISSUE FOR PERMIT